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1000-83.-2-17.3
SURVEY OF PROPERTY ' SITUATE: GUTGHOGUE ^O�/ TOWN: SOUTHOLD 'L / N SUFFOLK COUNTY, NY / w` Joint Industry Board of the Electrical Industry / off/ W E AS BUILT SURVEY 04-11-2012 SUFFOLK COUNTY TAX 1000 - 83 - 2 - I1.3 �1p lJQsOc APPROVED BY s P �o PLANNING BOARD �® / / ��{, ell TOWN OF SOUTHOLD / % e a DATE APR ^ G 2012 " rLg�' / %� Irl lie 0 P ',° 4 LF 0 0 !� o 00 ¢'f' H �i 02 L�O � a5p halt krarryfOfTBf LP S p O o%O a\ N/ 0 ° \4\ iso° O ° \ aoNo g„rarakor LP py5� ,,y 005 0 P / L� / P O PO O <o�a xJr§ NNN �� asphalt ��� a X90 I 0 HA2° scP�r S89053'40"W 1293.92' pF NEW Land now or Formerly of: Land now or formerly of: /. ,p .�"..""":." q^° E6 G Property Holding II Inc. Richard James McBride NOTES: L • MONUMENT FOUND JOHN C. EHLERS LAND SURVEYOR GRAPHIC, 5GALE 1"= 60 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 TOTAL AREA PARCEL = 722,243 SF OR 16.59 ACRES (TO TIE LINE OF APRIL 2000) REF.-C:\UsersUohn\Dropbox\2000 PROS\20-153 forfiosl.pro j�-0 •S`y� off' �.�' SITEp� 00 D K POND ROAD z' 1 + - C L ,! 'a.jTt s+2 , ..t q ..�+ �; Ih`'�r r � ht'IY 3 a� r x, 5��.vt •3 t,k 'E'♦y,, 'E`.€'hm' "+�i ':� £`£ �' � i'.o- r4°xri',.yc „' Southold ' SUFFOLK COUNTY DEPARTM N I � . — QR, 1.1t Y a i :r.r •st-r .'z Cutchgqu, a y a OF I C New Suffolk _ ' r Mzttltuck'ii ew - Ns !i"Ip,p 4 ' APPLICATI "ON H ALTH S ICES .S.Okm M5 Laurel FOR' o Suffolk County Department of Health Services Approval for Construction-Mor T ban Single Family Reference No. C 113 Zc-vOD�1$Desi g,Cnn/now Use(s) 9k24-c ,w,,o nF BEACH These pikes bare been reviewed for general conformance with th$olh County Department of Health Services standarde, relating to water supply and sewage disposal. Regardless of any omissions, inconsistencies or lack- of detail, construction is required to he in TORINI accordance with the attached permit conditions and applicable atandards,unless spe:ificallywaive the Department.Tiris approval expires 3 yews from the opium, ,unl ss nded or renewed. JAN 13 2016 �r Approval Date Re Iver 3800 DUCK POND ROAD 9 8 CUTCHOGU 7 12/09109 SCDHS NOV 09 COMMENTS MG 6 10.29.09 SCDHS AUG 09 COMMENTS MG 5 7,10.09 SCDHS 1116109 COMMENTS MG 4 3104/09 SCDHS OWR 2127109 COMMENTS MG TO SIOUTHOLD 3 31D4109 SCDHS OWM2/27/09COMMENTS MG 2 11/18108 REVISED PER SCDHS COMMENTS MG 1 - ISSUED TO SCDHS MG 0 =REV DATE DESCRIPTION BY IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING, THE SEAL OF AN ARCHITECT/ENGINEER IS SUF 0 K CO TY EW YO ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & GENERAL NOTES: ( ASSOCIATES, LLP - LNO CONSTRUCTION SEALS.COMMENCE UNTIL THE FOLLOWING CONDITIONS ARE NET: 5.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF \ y - JAMES LASALA & AA PERMfT TO CONSTRUCT AND DISCHARGE FOR THE WASTE DISPOSAL SYSTEM EXISTING UTH,IMS BY FIELD INVESTIGATION.THE CONTRACTOR IS RESPONSIBLE - \�1 J I C (NEW YORK STATE DEPARTNE;NT OF ENNTROMINTAL CONSERVATION)AND AN APPROVAL FOR DETERMINING THE ADEQUACY OF ALL EXISTING SEWERS TO ACCEPT Pad"a QjIm+.tLU:,,jdtUIp_OIQA ':;.r1(9P ,t4,Aj , irl ,-,I ASSOCIATES, LLP TO CONSTRUCT ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CONNECTION OF THE PROPOSED WORK.THE ENGINEER SHALL BE NOTIFIED OF roy p?T-&aq IP%}Ir N-?'•I}uandolonap,a}Is p-:,w=ad-1'¢ SII,;, ' HAS BEEN RECEIVED.. ANY CONFLICTS BETWEEN EXISTING UTILITIES AND OF ANY INADEQUACY OF -ayo �I+t ,��lil.,,„,,_„ 11 OVAL DRIVE p/ 1 1T� gviF+sfo�a aTI SUITE 129 &THE CONTRACTOR HAS NOT IMED THE ENGINEER IN WRITING OF IDS THE EXISTING SEWER LINES TO PROPERLY ACCEPT PROPOSED CONNECTIONS �A,� F ISLANDIA, NY 11749 INTENTION TO COMMENCE CONSTRUCION AND HE SHALL SUBMITANACCURATE SCHEDULE AND FLOWS. QnVf,E5;-3i➢[ Ii ,I v+ Tri't PLr,ljf. TELEPHONE: 631.592.2660 JOB OSAE-00146 ..i!t-a„_.� ,i.r FACSIMILE: 631.232.1536 JOB # 08AE-00014 OF ANTICIPATED WORK PROGRESS AT LEAST 14 CALENDAR DAYS PRIOR TO ACTUAL CONI LrNCEbIENT DATE.IF FOR ANY REASON CONSTRUCTION IS TEMPORARILY 63T IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ALL AREAS DISTURBED ,a „} EHASZ GIACALONE SUSPENDED,A WRITTEN NOTICE OF SAME SHALL BE TRAINSMITTED TO THE ENGINEER. BY THE WORK TO THE CONDITION AS BEFORE THE WORK COMMENCED. ARCHITECTSt P.C. WRITTEN NOTICE OF RECOMMENCEMENT OF CONSTRUCTION TOGETHER WITH A O7 1 REVISED PROGRESS SCHEDULE SHALL BE TRANSMITTED ITO THE ENGINEER 7.DURING CONSTRUCTION,A REPRESENTATIVE OF THE HEALTH DEPARTMENT MUST 13E AT LEAST 3 WORK DAYS PRIOR TO ACTUAL RECOMMENC&.MENT DATE. PRESENT TO OBSERVE AND EXAMINE THE WORKMANSHIP AND MATERIALS BEING DRAWING LIST: — - Cvovn . r, . Inn ��i r .�ilu r v 431 CONKLIN STREET CALL NECESSARY APPLICATIONS HAVE BEEN FILED WITIH THE HEALTH DEPARTMENT,NYSDEC, INCORPORATED INTO THE PROSECT.TIM HEALTH DEPARTMENT SHALL BE THE SOLE RIDGE S ,� N �TL HE rl -r' I '' � t I a-'�: I r ° �I: _ THE TOWN,AND ALL NECESSARY APPROVALS HAVE BEall OBTAINED. AS TO WHETHER THE CONSTRUCTION PROVIDED IS IN COMPLIANCE WITH DEPARTMENT SAN-00 �O vLR 'S11L;ET I'� I rls.F -I' J ',-rl I, F'4RMINGDP`LE, NEW YORK 11735 . ::LLL REQUIREMENTS.AT ANY TIME DURING THE COURSE OF THE CONSTRUCTION THAT SAN-01 EXISTING CONDITIONS & DEMOLITION SITE PLAN / ____. __--__ ___ TEL:(516)420-8383 FAx:(516)420-0195 2.PRIOR TO THE INCORPORATION OF ANY MATERIAL OR EQUIPMENT INTO THE WORK, THE WORK IS DEEMED UNACCEPTABLE,A STOP WORK ORDER WILL BE ISSUED AND SAN-02 SANITARY & STORMWATER DRAINAGE SITE PLAN y.A�j�V"�;";'.t,,,,rVED cly PROJECT FIVE(5)COPIES OF SHOPIDRAWINGS,CATALOG CUTS,ETC,AS MAYBE REQUIRED SHALL ALL WORK PERFORMED AFTER THE ISSUANCE OF SUCH AN ORDER SHALL NOT BE ACCEPTED SAN —02 SUBMITTED TO THE ENGINEER.NO MATERIAL OR EQUIPMENT SHALL BE INCORPORATED INTO OR APPROVED BY THE HEALTH DEPARTMENT.UNAPPROVED WORKAND/ORMATERIAL SAN-02A WATER SERVICE SITE PLAN (note: water service to motels, restaurant and cabana PLJ-ANi-IING LIt,JI''h"?'EI SAN'T'ORINI BEACH THE WORK UNTIL ALL REQUIRED SUBMITTALS ARE REVIEWED AND APPROVED IN SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE HEALTH DEPARTMENT y �7 L ,�7, WRITING BY THE ENGINEER. BEFORE APPROVAL TO RECOMMENCE WORK WILL BE GRANTED. has already been. Installed under the SCULLS approved interim water supply plan) DATE `a' � 0 �1 6 Y 'bt t.l RESORT A7�T �1-p T01''L a^u 1"Y7 ,;.- 3.SANITARY GRAVITY LINES SHALL BE LAID A MINIMUM DISTANCE OF MY HORIZONTALLY &THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION SITE SAN-02B WATER. MAIN PROFILES � 3800 Duox ITEW QP_KP-OA1 AND 1.5'VERTICALLY BELOW ANY EXISTING OR PROPOSED WATER MAIN. IN A NON-HAZARDOUS CONDITION ALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE SAN-02C SANITARY PROFILES CUTCHOGT.IE,NEW YORK 11935 NEW YORK STATE DEPARTMENT OF LABOR,OSHA AND ALL OTHER AGENCIES HAVING JURISDICTION. ,T 7 4.THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKM MARKING THE CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE FENCING AROUND ALL OPEN EXCAVATIONS. SAN-03 WEST MOTEL, EASE MOTEL & RESTAURANT SANITARY & STORMWATER DRAINAGE PL '"''= iDRAWING TAPE ALONG ALL SEWER LINES,FORCE MAIN AND HOUSE CONNECTIONS. 9-FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS SAN-03A WEST & EAST MOTEL SECOND FLOOR PLAN our T-�, sa-4 = E—= 7- ARE ARE FULFILLED TO THE SATISFACTION OF THE HEALTH DEPARTMENT: SAN-04 TRAINING CENTER & CABANA SANITARY& STORMWATER DRAINAGE PLAN A.SATISFACTORY INSPECTION BY THE OFFICE OF WASTEWATER MANAGEMENT OF THE SEWAGE DISPOSAL SYSTEM CALL 631 852 5754 TO SCHEDULE AN INSPECTION. SAN-05 SANITARY DETAILS WATERSTEM BY THE OFFICE OF WASTEWATER SAN-06 SANITARY DETAILS & SEWAGE DISPOSAL DESIGN CALCULATIONS - MANASFACTO CALL INSPECTION OF H SCHEDULEANAPPOINTMENT. SAN—06 DATE T/z0/pg DRAWN BY CYOUR PRINTS OF AN AS-BUILT PLAN ARE REQUIRED.THE AS-BUILTS MUST BE SIGNED AND SEALED BY A SAN-07 SANITARY DETAILS SCALE CHECKED BY LICENSED NEW YORK STATE LAND SURVEYOR AND SUPPLY EXACT HORIZONTAL AND VERTICAL SAN p AS-NOTED ryg. y INFORMATION OF SEWER LINES,STRUCTURES,ETC.AS-BUILTSSHALL BE PREPARED IN ACCORDANCE SA N-0O SANITARY DETAILS PROJEC'12BAEOD014 SHEET 1 OF 9 QU WITH SCDHS STANDARDS FOR AS-BUH.T DRAWINGS. D.CERTIFICATION FROM THE LICENSED SEWAGE SYSTEM DISPOSAL INSTALLER IS REQUIRED, f vpUFES'Sl... DRAWING NO. IO.THE MOTELS,POOL CABANA,RESTAURANT AND TRAINING FACILITY ARE TO BE USED BY THE MEMBERS OF NAW & ADDRESS OF OWNER/APPLICANT: C,Yy THE JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY iu r oNLYANDARENOTOPENTOTHEPUBLIc. EDUCATION & CULTURAL PROPERTY HOLDINGS, INC. q ;ty 1 �0 158-11 HARRY VAN ARSDALE AVENUE s No q3 g y FLUSHING, NY 11365 � m J / a SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES LINE OF APP-AIR T 0 / / /`° /// ////\ •\ � _ � rv, 1 / APPROVED HIGH WATER / , /// /// _\ - v REFERENCENUMBER: C 10- 0 R - 00 ? SEE DRAWING OF 14- FOR SPECIAL CONDITIONS oy g, REVIEWER'S INITIALS: a LEGEND B SOIL BORING LOCATION �,m �' % / i l //l''/i' 1 �°- - _ \I \I 11•'1`��:3< \ \�o � �oti o EXISTING SANITARY POOL /.• / // o-� / \ 1 I I @ o < C tA- ` WITH PIPING VENT & \ c'o D, \\ \ \ -52- - /" / ,IEXISTING /' /' \\.� \rn11x" \\ \\ \\ \\ \\ \\ \ \\\ \\ \\ \ \\ \\ \\\\ \\\\ \\• \ SANITARY VENT (TYP) / \> �OASTWL EROSION \ \ \ \ \ \ '•\ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \'� ! EXISTING / s \ r \ l Ha4ZARd•LINE\ - \ \ p`O /- •/ °¢ !'C.FENCE ON / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ _ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -sa- _ _ - \d`` EXISTING v/ - �� ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \• SEA WALLas \ \ + \ \ \ \Sr \ \ \ / S� 1 r \ y�� + TEST \ \ \ \ zs \ 3p /EXISTIN'G \/! "P� T� 1\\ °� \� \ \ \ +\ \m / RE,ST5,URA T �° \ -� o �HOLEI Q 3 8 \ \ Iw - -\- - -- - �,d� •� / BUILDING / 'rALLE 4/06 SUFFOLK COUNTY \- < \ \ \ "FENCE L'XIURTY @"P� TWO (2 4' HI 72'0 NGS4� \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ f R 0 N,3 '12) PR*T`H TO ASLAB BUUHIN IRIED \\ � � \ \\ \ \\ \ \\ \ \TEST \ \ \\ 1 \1 \ \\ \ \ N \ \\ s�� � DEPARTMENT OF NOL'E \ \ \ 1 \ \ \ \ \ \ \ \ \ �•�- � EXISTING WELL NOTES: HEALTH SERVICES TEST \ \ \ \ B\1A \ \ \ \ \ \ \ \ \ \ ,56' WELL W-1: ��d�^p HOLE \ \ \ \ \ \ \ \� , \ \ \ \ \ \ \ \ \ \ \ _ _ _ � ' No. 5120279 APPROVAL TINGIUS l\ \ \\ / \ g-6 \ \ \\ \ \ \ \ 9\ > \ \\ \ \\ \ \\ \ \ \ \ - -sa- -� ' ' INSTALLED BY KREIGER WELL & PUMP AIMS °°° a \\ CORP. COMPLETED AUGUST, 2002. TESTEXI TING WELLW\i eV \HOLE\\ \ \ \ \ \ \ \ \\ \ \ \ \ \ � \ - _ - - - - �46�'N \\ \ WELL W-2 / 5EAWALL EXISTI Q-< 0, a +a //\ \ \ 2A \ \ \ \ \ \ \ \ / \ ' i p• e+ \ 7 �- \ \ \ 11 T-\ \^ � `� qfi \ •• \ \\ INSTALLED BY KREIGER WELL & PUMP No. S513840 STOR g< .1-( ai) �\ \ \ \ \ \ �,nl•C \ ;\ I \� � � � � � , - \ \ \ \ \ 41`C/• v \; _ - -a4 \ \ \ \ CORP- COMPLETED JUNE, 1976. R— Ah C _38_. -- -40—. _ - 1 \ \ \\ \ •\ \\ NOTE EXISTING \, °se `6) °o-°. " ,oq\' 6 ' \ \ .. )i + SANITARY ° 2"C -F .n<I , I- 19 t , XISTING 4"F-S�\ \ --\ \ . \ y ,.�y\ :,� - - - - -\ \ \ \ \ \\ \ W-1 AND W-2 ARE NOT CONNECTED TO VENT TO I '` + ISTING P. -Y` R• , �\ � �,k' - \ \ \ \ \ e CW 4 ?- / \ \ i 2q 0' ti' _ \ \ THE POTABLE WATER SYSTEM. + + SANITAR \ t i -�.'a- - .,�.._3 REMAIN (TYP) �+ T 01 i 1 EXISTINGWALVE ® ��2a�- � \ \ , 1 @ � STRILWf G " -F s + ' e MAIN ENDS \ \ l ?+ \ \ \ \ \ $ .e°' ..ts 11• y S ( N1XffR'f G J-r ,? \ 1 \ \• \ \ \ \ \ \ \ \ \ \ •- \ .09�. _ . • 1 a ti 2 ST PDWR A C ti \ \+' 1 0 4"FS 1 \ 1 1 \ \ \ \ \ \ \ \ (}o METES AND BOUNDS, WETLANDS AND PHYSICAL 5TRUGTfURE5 I ANITARY 'LE G `y, �� A �P� \ �• (q Fs 'h DOORDyNATE EXISTING \ \ \ \ \ \ \ \ \ •,\ \ 9�TO ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G. 'Y 7 �, b \ p ,�\c 1TId�i SGP81' 'YY EE REMOVAL ; \ \ \ \ \ 1 S EHLERS LAND SURVEYOR DATED 4/5/00 HHy ITH OWNER \ \ `So ✓ POOL TO B \ - +2, @GO + ,{ \� \t2 \r� EXIS 4"CW \ \ I 1 \ \ \ \ \ �.c Q \ <1 s PL\����URT \, c o REMOVED (TYP) \ \ < S� �\- q0 J\� ,:T A 1 TET 1 \ \ \ \ \ 1 \ \ \ 1 \ / d „ •x- \ NN \ \ \ \ \ \ 1 I \\ y 'P TOTAL AREA OF PARCEL 16.Sq ACRES XISTING 4" \\\ Q \ 1 \HOL� 1 \ \ \ \ \ \ � 9 �\\ 1 4-4A\ \ \ \ \ \ 1 \ 1 1 \ \ 1 I \ \ S@R< . +fibs \ �r \` TEST \ 1 \ \ 1 \ \ I I 1 1 \ 1 \ ( I II I O� �81'O ELEVATIONS REFERENCE U.5.G.5. f� IS ING NG 4 - - - ¢Dc7Jp �1i0LE \ \ \ 1 I G '`+ @ \J,P �\, \8C SA ITARY _ 4_ / oy / \B_5 \ I \ \ II I I I I 1111 \ ; II I �?\ o2G,y SITUATE: HOLE B �� F< STRUCTURE EXISTING /'� �� ' \ \ <F oS 3600 DUGK POND ROAD 9 1 I \ c GUTGHOGUE \ < (TYP) / /\ I I 1 \ \ OGS TOWN OF SOUTHOLD 8 \ \ 45i E+000 �ALL \ I 1 \ I I I I ( I \ \ \ \ ro \ \ \ SUFFOLK COUNTY, NY EWA CR TE PAD SIZE GO ' \ I \ \ 1 I I I t \ \ \ \ \ \ S,G.T.M. SECTION, LOT 4 BLOCK ( J �T / \ \ \\ r 7 1209109 SCDHS NOV O9 COMMENTS MG A TE )INSTALLED �� I \ \\ \ I I I I I \ \\ \ \ \\ + •\ \ 1000-83-2-1 6 10.29.09 SCDHS AUG 09 COMMENTS MG EXISTING 8" P IN STREET \ �ry TWO (2) 4, iU` E, 15TINlI OUTLIOOR \ \ \ I I I I \ \ \ \ \ \ \ s� �� $ 1000-53-2-2 FOR 4" IRE SERVICE - _ - PRECAST-E! RINGS E STIN\ 2"CW i / y' y \ \ I 1 \ \ \ \ \ \ \ \ \ \ �T 'P IOOO-83-2-I1,2 5 210.09 SCDHS 1/16/09 COMMENTS MG SERVI E BY SCWA \ EXIST BURIED / ' .SWIMMING POOL I \ \ \ I 1 \ \ \ \ \ \ \ \ \\ \ �\ �@ LUGATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND 4 3/04109 SCDHS OWR2/27/09COMMENTS MG TO PR ERN LINE s s - " IST NG 4"FS /' � ' + \ \ \ \ \ \ \ S/ Z `- ¢ I I \ ''s \ \ \ \ \ \ \ \ •\ \ O HOULD BETAKEN AS SUCH. CONTRACTOR SHALL FIELD EXIST)NG 4"CW , / _ - / N \ \ I \ N \ \ \ \ \ \ \ \ `o�c \ Fiy VERIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED 3 3104109 SCDHS OWM 7J27I09 COMMENTS MG 2 11/16106 REVISED PER SCDHS COMMENTS MG / l \ , 1 \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \\ \ \•,\ \ \<� BY THE WORK. Ex IN \ \ C l / N \ \ \ \ \ \ \ \ \ \ \ \ 1 ISSUED TO SCDHS MG— / \ / / @, / \ \ \ \ \ \ \ \ \ \ s, NOTE: _ REV DATE DESCRIPTION BY HYDRAN x EXISTING SIAMESE CONNECTION \ \ $ / tXISTNG GL{,BANAS I \ \ \ \ \ \ \\ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, \ \\� \ /' \�q I I I \\ \ \\ \ \ \ \\ \\ \ \\ \\ \ \ \\ \ \ BEENTAX AND AND A NEW TAX EXISTIN 7 ba \ EXISTING HOT-/BOX FOR / DOMESTIC AND FIRE SERVICES �\ fi. � � � �� y�o<�,dT I I 12' A. ¢' D PTH.STORM \ \ \ \ \ \ \ \ \ \ '•\ NUMBER ASSIGNED BY SUFFOLK COUNTY FROM STREET/- ee 53 1 I LEA�ING\POOL \ \ \ \ \ \ \ \ \ \ / REAL PROPERTY 17.3) REPLACES THE UNLESS ACTING UNDER THE DIRECTION OF A STREET \� /\ \ \ d` I I \ LICENSED ARCHITECT EN \ + 1000 GALLON PRECAST I W OLID COVER,, \ \ EXISTING\WELL\ \ \ \ \ 1 9G FORMER 83-2,E1,2 AND 17.2 TAX MAP ARCHITECT/ENGINEER, TO ALTER IN ANY MAIN EXIS " �/ATER �ERVK:€ FROM METER TO RPZ� �Y \` I E\ \ \ \ \ \ \ \ ` OLE B=2 \ �j SEPTIC TANK TO REMAIN M L 21\50 \w-2 \ \ \ 'p, NUMBERSI WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BY SCWA ,\ / / \\ \ I 3d <E'+ ;` : 8'X8' DEEP PR CAST LEACHING I o \ \ \ `'s \ \ \ \ \ \ \ C I 77,,;„_, ) ww111 L B_ \ \ \ \ \ \ \ • \/ BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 7 i EXISTING VALTER MATER \ \ _ ��POOL TO REM/�IN I I T 5' \ \ \ \ w \ \ \ \ /•• S TC.: ALTERED, THE ALTERING ARCHITECT ENGINEER •/ INSIDE PR PERTY MINE \ \ fy I I ry 6i 1 I I I 1 \ \ \ \ \ \ \ / \ o, / \ s , tk Fi TING POOL SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND \ EXISTING /4" WATEFA TAP \ \ \ \ \ \ \ c 2 THE NOTATION "ALTERED BY" FOLLOWED BY I v*` EQUIPMENT N \ / s o 0 7� '\ DATE OF SUCH S STREET FOR 2" �1 \I I I ROhM/TO LETS / TEST II \\ \\ \\ \ \ 1A \ \ \\ \\ % \\ \ o� ySF tiC _ ALTHISERATIONHER , AND AND RA SPECIFICE AND DESCRIPTION OF THE SERVICE BY SCWA TO METER PROPERTY LI E I / \ \ > 1 1 N / \ \ 89 Ry ALTERATION ON THE DRAWING. \ / HOLE B-4 I \ , \ �•\ � 9r/ APPROX. 1000' F(OM I I I I 1 1 1 1 1 \ \ \ °' 1 I % I ••\ x" O� VISTA P I I 1 I 1 �'\ p I I 1 1 1 1 \ \ \\ \\ "THE PLANS AND SPECIFICATIONS HEREIN ARE TEST OLE (TKI ) o % \ / \• \ INTENDED FOR THE SUBJECT PROJECT ONLY AS A \ I / EXyTIN� T117'EE RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN ,14- - SEE D YV G N O .I C - 00 \J_INE\(TYP) \ X ' THE OWNER AND JAMES, LASALA & ASSOCIATES, / / o- \ LLP. THESE PLANS AND SPECIFICATIONS WILL BE FOR /t0IL B0f ING DET LSI\ \ +� \ / I / \ THE SUBJECT OF A COPYRIGHT PETITION AND MAY \ \ Y I / NOT BE REVISED OR REUSED BY ANYONE WITHOUT _I _ __ _ _ \'x, \ I l ' I \� \ +\ \ \ \ \ \\ \\ \ THE WRITTEN AUTHORITY OF JAMES, LASALA & t \ \ I / l / / \ ASSOCIATES. LLP." — _ - - - - - - - - - JAMES, LASALA & I I I / -.\ ASSOCIATES, LLP \DOW 11 OVAL DRIVE w SUITE 129 — _ \ \ I I I I •\ PROPERT Tr LINE ISLANDIA, NY 11749 ® // / / l 1 1 ( l - - -- - - -- - - -J .3EY:1{aE �NE�� \\ 1 \ \ / \ j/ \ \ \ y\\, \ \ \ I I I 1 I TELEPHONE: 631.592.2660 JOB 08AE-00146 FACSIMILE: 631.232.1536 JOB ORAE-00014 40 ��� _ \\ 2` \\ \\ \\ \ \\ \\ \ \ N 1 1 I I I \ `\ EHASZ GACALONE ® 0 �0 _4z� _ \I \\ \ \\\ \\ ARCHITECT 1 0 �U , �- -' , - _ _ S P.C. Q A y / / � 'i2s ' i _ 34\ - \ \ \ \ \ \ \ , ,52- - - j /' - 431 CONKLIN STREET I ' =OQ/, /// �j- \\ \\ \ \ \ \\ \ \ \ \'a - - - \\ / `_ � '!\ /' I FARMINGDALE, NEWY RK 11735 ® ,/ / / ,//' ' � 'i36� ' � '' ' � �' i ' "(j' ' _40I _ - '' - _ �� �` -v\� �\ � � _ Oo 4_ / / \ I �\ \ \\ \\ \\ \ \\\\\\` - - �\ \\ / PROPERTY LINE /' L:(516)420-8383 FAX:(516)420-0195 0 oQ %I / ' / / ' �O- _ _ _ �'e _ - ' - - - - - TE \ \ oa - _ -/ / - _ - - - - - `\ \ 1 1 II / _•� / SANTORINI BEACH - - _ _ _ - _ _ _ ` RES —34= - - - _ — _ — _— — \\\ \ 38_ \ \ 56- - - - - -- ORT _ _ - - - - -- - - - - - _- -39� - \ 3fi� -/ _ - I I < e I I / / a^ I i •- 3800 DUCK POND ROAD / '�F _ _ - - _ -- - -" - - - - - ' ` -- \ I I a a I I I I I l ` — _ _ _ •\ CTJ'TCHOGUE,NEW YORK 11935 �i \//'///// /i, /, /, ,i ,52" _ - '-. :7`- - - - - - -`3a- - - - _ 1 1 1 / I I I 1 I I •\ / - - - DRAWING ---------------- - - - - - -- - _ -___ _ _- - - - - - - - 'aa? - - — _ CONDITIONSB �1GISTINC 525p- - - - - -- —_ — _ — __= =: DfH1"IOLMC7)N SITS FLAN •V/ Irl! / / / / / / /�/ / / / / i ' ' _ _ � — _ - - - - -- - -- - - - - -- I p//'/i i' _ s PROPERTY LINE - - -- - - - - - / / / / /' i� .-` LAND NOW OR FORMERLY OF \' j ✓/ /�/'tea'/j/ /i// // // i ' j' NICHOLAS ALLIANO - TIMOTHY T. STEELE E JEANE P. 5TEELE _ _ o / / s DATE Tna/oa DRAWN BY MG e _ LAND NOW OR FORMERLY OF _. %,i SANITARY STRUCTURE REMEDIATION SCHEDULE: iJ�EXISTING SANITARY SYSTEMS SHALL BE REMEDIATED AS INDICATED ON THIS DRAWING. SCALE AS-NOTED CHECKED BY H.B. E REQUIREMENTS. SANITARY POOL No.: - / / :' SANITARY STRUCTURE ABANDONMENT SCHEDULE: 2. ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELY i OIS1ANC T/O/NE�GReY CROS STREET: �• SHALL �BE�REMEDIATED BEFORE A PERMIT TO CONSTRUCTS 2•ALL EXISTING SANITARY LEACHING POOL STRUCTURES ARE TO BE COMPLETELY tt:;;_, '_. . 'PROJECT, 00014 SHEET 2OF 9 y POOL No.: REMOVED EXCEPT FOR THE EXISTING CABANA SYSTEM WHICH IS TO REMAIN. __ _ ,4{ �' mss- ' 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16, THE NEW SEPTIC SYSTEM IS ISSUED. THE CONTRACTOR _ / 1 ,320 `FT`\+�' \Tb RICHIES/'DRIVE � � / 19. SHALL NOTIFY THE SCIDHS OFFICE OF POLLUTION CONTROL U Is QR0FES510Nq RAWING NO. U \ V A \ �.Ss� 72 HOURS (631 854 2504) PRIOR TO THE COMMENCEMENT OF ANY FIELD ACTIVITIES SO THAT SCDHS STAFF CAN 1 vW r • � / BE PRESENT TO OBSERVE THE REMEDIATION WORK. I JAN 2� Z ZOIO L= ,F EXISTING CONDITIONS SITE PLAN '' ` } ® 1,._40' 1 ��%•� °FO01' 433'odk SAN .c' L---^ -'.�-✓ NEVI Y C E) i Ory / LINE OF APP T 110-p HIGH WATER ry / i SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES APPRO17ED REFERENCE NUMBER: C / D- O P - o O R / Ao ti God LEGEND SEE DRAWING# 1 OF IV FOR SPECIAL CONDITIONS REVIEWER'S INITIALS: _ bb / Is, SOIL BORING LOCATION NEW 4' H CHAIN S v ol, oh / LINK FENCE EXISTING SANITARY POOL /• o,. 'S� ry"o} WITH PIPING & VENT 0 / 63 'ol, BEACH N1N oa / ID / nom / CO _ COASTAL ER05ION / EXIS G� I HAZARD LINE -�. 300\ i"/ F XIS CE SXDA'WA +^• \ NO - EXISTING REFUSFj RECEPTACLE 4,f .^-' 1 AT NDRY ROOM TO EMIAN TEST E TIN ' �� �• i I -� E5T RA i �� 2020 a DIN 4HAIN LINK °<So a UFFOLK COUNTY DEPARTMENT OF d hh FENCE ea °o, HEALTH SERVICES % �y`Y \-< \ EXISTING WELL NOTES: /• v°°5 `�� \ EXISTING WELL W-1: TO BE USED FOR WELL W-7: RIGATION PURPOSES ONLY. ALL WELL2 APPROVAL TING 4' S \ ERALS HAVE NEED DISCONNECTED. /• � INSTALLED B KREIGER WILL & PUMP j EXISTING ,2"CW <�a \ THE ARE NO CROSS C09NECTIONS INTO CORP. COMPLETED AUGUST, 2002. d°' \ THE POTABLE WATER SYSTEM. \ EXI INC WELLW-1 WELL W-2 A LL �. 0 'A No. S58840 �` z� EXISTING STUB AT EDGE OF PAVEMENT INSTALLED BY KREIGER WELL & PUMP 0` CORP. COMPLETED JUNE, 1976. �` ' \.," O,Py �F--( ---i�r ' EXISTING 4 AP1 RY`fi' 1^ NOTEXISTING VALVE ® W 1E AND W-2 ARE NOT CONNECTED TO no " T�, f` XISTING ° W `. L' 'f-' V���}` }i MAIN EIRP PLANNING }i„'11-4 R�V,;) ' THE POTABLE WATER SYSTEM. I�J� Y f i TOVEi1 P. yc cLoTI"N:.�LC) EXISTING 4" X 2 TAP SADDLE T� --- ,a°�° ,.CO ,• yS S �p ss EXISTIN 4"FS %� s `FOR FUTURE 2" B OW OFF ASSEMBLY yyd DATE a °• �L_-, O T7� Z ° .� \ ' e' a•^ \\ 'Sid 'Yo METES AND BOUNDS, WETLANDS AND PHY5IGAL 5TRUGTURES R / ) O ARE SCALED DIMEN510NALY FROM 5URVEY BY JOHN G. e g c r ° r •y TOTAL AREA OF PARCEL I6.Sq ACRES ---- - - - -- .- -- - XI �S o EHLERS LAND SURVEYOR DATED 4/5/00 ISTING 4"CW \ So �J / .� � �y R J,. ELE'✓ATION5 REFERENCE U.5.6.5. i �.if _XISTING _ \I SC�,�°,t• FFc� J/ ly 51TUATE: T T } +\ h0 y S NG — — — _ _ o�� oS 3500 DUCK POND ROAD 9 �+ �p _) SA ITARY _ / q STRUCTURE i ' HOLE B — �k (TYP) EXI57IN& cod} GUTGHO5UE +v' G TOWN OF 50UTHOLD 6 BOGG BALL SUFFOLK COUNTY, NY XIST C C E PAD COURT / 5,G.T.M. 5EGTION, LOT 8 BLOCK 7 'p 1000-63-2-1 6 \ / -0 1000-53-2-2 5 EXISTING 8•• P IN STREET �ry �" EXI5TING OUTDOOR •P FOR 4” IRE SERVICE ` " — — — E STI G2"CW / � � T 'P,P Ic�00-53-2-I1.2 SERVI E BY SCWA EXIST] S s 5WIMMING POOL •\'FS/ LOCATION OF 51JBSURFAGE FACILITIES 15 APPROXIMATE AND 4 �j, SHOULD BE TAKEN AS SUCH. CONTRACTOR SHALL FIELD TO PR ERTY LINE s s TI XIST NG 4"FS (\ oo �Sy ��� VERIFY THE LOGATION5 OF EXISTING UTILITIES A5 REQUIRED 3 EXISTING 4"CW ADEOUAT RPZ DEV] ESHALL O BE PR VIDED TO PR ECT T/ BY THE WORK. 2 EX IN AGAIN T ANY POTENTIAL RC Fa ��� CONNCSQCTION FROM THE 1 ISSUED TO SCDHS MG EXISTING SIAMESE CONNECTION SWIMMING POOL AND NOTE. REV DATE DESCRIPTION BY HYDRAN x .1 ASSOCI TED EQUIPMENT- EXI5TIN6 GABANAc. TAX LOT GED AND 2 AND 7 W HAVE 6� \ EXISTING HOT-BOX FOR BEEN MERGED AND ANDA NEW TAX MAP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXIST810 �P DOMESTIC AND FIRE SERVICES �i - NUMBER ASSIGNED 8Y SUFFOLK COUNTY UNLESS ACTING UNDER THE DIRECTION OF A STREET l� FROM STREET. +\ REAL PROPERTY-#17.3) REPLACES THE LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY MAIN �' EXISTING 3" WATER SERVICE FROM METER TO RPZ \ \ ExI5TIN6 WELL �9 GRNUMBER$! FORMER 83-2 2 AND 77-2 Tax MAP / s ��•+\ i OLE B-2 WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BY SCWA \ , `� y-._. W-2 o� BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS i EXISTING WATER METER \ `l�) ALTERED, THE ALTERING ARCHITECT/ENGINEER •i INSIDE PROPERTY LINE e - Y 'Py y SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND w � y EXI5TIN& POOL i s• o / EXISTING 4" WATER TAP z EXISTING WELL W-2: TO BE USED FOR 1j c 2, BUILDING GROSS FLOOR THE NOTATION "ALTERED BY" FOLLOWED BY F z EQUIPMENT IRRIGATION PURPOSES ONLY. ALL WELL / S o o AREA SCHEDULE: HIS/HER SIGNATURE AND THE DATE OF SUCH S STREET FOR 2" a LATERALS HAVE NEED DISCONNECTED. / �" yS '�Co 1.WEST.MOTEL:8,030 SF / SERVICE BY SCWA TO s ROOM/TOILETS C` �` ALTERATION, AND A SPECIFIC DESCRIPTION OF THE METER 0 PROPERTY LINE ''/// THERE ARE NO CROSS CONNECTIONS INTO j cs9 'Py 2.EAST MOTEL:8,285 ALTERATION ON THE DRAWING. APPROX. 1000' FROM THE POTABLE WATER SYSTEM. 0 4T 3.RESTAURANT:3,1,634 F SF FS i/ S.TRAINNNGCENTER:18,000 SFI VISTA P i "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A / RESULT CONTRACTUAL NEGOTIATIONS BETWEEN EXISTING TREE / THE OWNER AND JAMES, LASALA & ASSOCIATES, LINE (TYP) / LLP. THESE PLANS AND SPECIFICATIONS WILL BE % THE SUBJECT OF A COPYRIGHT PETITION AND MAY i NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & i / ASSOCIATES, LLP." / JAMES, LASALA & ASSOCIATES, LLP / 11 OVAL DRIVE PROPERTY LINE SULANDIA,9NY 11749 ✓� EX1571N6 TREE LINE / TELEPHONE: 631.592.2660 J0B # 08AE-00146 O (TYP) / FACSIMILE: 631.232-1536 JOB �4 08AE-00014 v ° EHASZ GIACALONE )� �\ i/ ARCHITECTS, P.C. � FARMINGDALE, NEW YORK 11735 0) QG i/ 431 CONKLIN STREET o o � �foc"Q �oo��� j/ / FROPERTY LINe 0PROJECT 420-8363 FAX:(516)420-0195 U � % i SANTORIINI BEACH i/ RESORT 3800 DUCK POND ROAD y / CUTCHOGUE, NEW YORK 11935 Sd Fa• /• DRAWING FINAL Ae - E3UIL7 SUI;;;�YEY 589.53'40"W 12g3.g2' UJTHFR LAND NOW OR FORMERLY OF T/28/08 n.e. LAND NOW OR FORMERLY OF PROPERTY LINE TIMOTHY T. STEELE E JEANE P. 5TEELE DATE DRAWN BY NICHOLAS ALLIANO SCALE A5-NOTED CHECKED BY H.B. PROJEC of SHEET 2 O 9 0 DRAWING NO. _ p Iw r � 0' xF o EXISTING CONDITIONS SITE PLAN F _ 1„=40' '. � JA=-- j �IW g° AN-01A or a'� LEGEND SOIL BORING N0.84 IS LOCATED IN THE PROPOSED LEACHING FIELD. SOLID COVER • OPEN GRATE SEE SOIL BORING B-4 PROFILE ON DWG C-O6. THE DEPTH TO GROUNDWATER ® B-4 IS 16.3 FT. THE GROUND SURFACE ELEVATION 0 B-4 IS 19-15 FT. o • PROPOSED 12' DIA. THE HIGHEST EXPECTED GROUNDWATER ELEVATION IS ESTIMATED BY REFERENCING LP R/W/D/E# O STORMAATER LEACHING POOL a N MONITORING WELL No. 532390.1 WHERE THE HIGHEST/MOST RECENT GROUNDWATER = 7.5/6.56 = 1.11. HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 = 3.16 -sr-sT sr- PROPOSED 5TORMAA7ER ROOF PIPING-6" DIA. CPP HEIGHT -s-s 5- PROPOSED SANITARY PIPIN6- ABOVE 6" DIA. PVC, 5DR95 % 6 / // ti / SANITARY STRUCTURE SCHEDULE LINE OF APP T ,y0 l /� -i ro GROUNDWATER HIGH WATER ' / ,' /l///I/// �^_ -i' v I STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH _ -PAIF'" PROPOSED SANITARY FORGE MAIN-SDRII I GTI 11.50 7.50 7.00 2.00 -97 - / •• � PROPOSED SANITARY GREASE TRAP 21.40 19.30 16.59 4 XOVRST3,ST2 9.59 - - QT9 1930 - - - GT7 GT2 10' DIA t 8'DIA - OVR ST V76.09 - -959 LP-# O PROPOSED IO'DIA. SANITARY LEACHING POOL Al/ �pl 0' - - 16.09 - / %/ r// /%/, ,// / // _ `� �\�\\' � is I m(R ��<o'b` 18.40 1555 15.30.50 16.03 15.93 75.93 7.30 8.00 4.14 SMH p PROPOSED 4'DIA. SANITARY MANHOLE /' / // /1/ / ///, ; I / -aD_ \I \I 1.,�� ; \ N�e<}o 1 .25 15.20 14.95 6.95 8.00 3.79 O O 18.10 14.76 6.76 8.00 3.60 I N ,� IP? 18.40 14.87 _ O PROPOSED FUTURE _za- \ m I `I\TFI 1 � �/S <> �0 18-25 14.87 - 6-87 8.00 3.71 SANITARY LEACHING POOL 18.10 6.78 8.00 3-62 /O 18.50 15.20 14.95 6.95 3.79 - 6.87 8.00 3.71 LP5 18.50 14.87 B 501E BORING LOCATION ROOF STORM / R O'L EC"�ON\ � \ \\ \\ \ 11 \\ \\ \ 1\ 11 11 11 II � , \ LP7 19.00 14.78 - 6.75 5.00 3.62 �EA/�iH LEA�CHI %/POC1LSh'(�yP \\ \\ \\ \ \ \\ \ ` \ \ \1 \ \ \ \ \ \ \J ( -52- - UPS 1 .90 14.87 - 6.87 8.00 3.71 O PS# \ \ \ \ \ \ \ \ \ \ D 4 14-95 . PROPOSED SANITARY PU G STATION y1m \\ \\ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ '• \\ LIPS 18.80 14.87 - 6.96 8.00 3.80 \ \ \ \ \ \ \ \ \ \ �, LP10 18.90 14.78 - 3.62O DB7 PROPOSED SANITARY DISTRIBUTION BOX 14.76 - 6 800 3.60 / / \ OASTAL EROSION \ \ \ \ \ \ \ \ \ \ \ \ \ \ 18-60 14.87 - 6.96 8.00 3.80 EXISTING WATER 4 FIRE SERVICE I T \ \ \ \ \ \ \ \ \ \ \ \, DIPS 18.50 15.20 14.95 6.95 8-00 3-79 3"CW 4"FS -64- - _ 18. 14.87 - 6.>s7 8.00 3.71 O / / \ \ \ \ \ \ 18.50 14.77 - 6.77 8.00 3.61 \ g / DOWNSPO k \ \ \ \ \ " / ` 7.45 \ NO EXIS ING\ \ \ \ \ \ \ \ \ \ \ \, _ (TYP.) ,,,•` \ + - � Z \ \ \ \ , \\ \ I \,� \ \ A \ \ \ \ \ \ - 18.15 14.78 6.78 8.00 3.62 PROPOSED 10' DIA. SEPTIC TANKS REFUSE? RECEPTACLES \ \ s, \ \ \ 18-25 14.87 - 6-✓87 8-00 3-71 �Q /" LANDSCAPE PLANTING FOR SCREENING �L t /,. AT LAUNDRY rOM I � \ 70 \ \ ' ,' =Y �S' ,ys \ m �i\ TO EMIAN \ \ \ as \ \ - \ \ \ \ \ \ \ \ \ \ J PUMP STATION 02.;/"G i \ IIh( CLEANOUT/FLUSHING STATION r=XISTIDd'G a`. ,ii \ PS m \ \ \ \ \\ \\ \ \ \\\ �� /- ' , '°' -� T SUFFOLK COUNTY ��`" ` mg r \ CO TROL \ 'e� \ \ I I "a \ \ \ \ \ \ \ \ � - SANITARY LATERAL ASSEMBLY ' !:ooe^ 'tio0 I PANEL W �. 20 `, \ \ I \ \ \ \ \ \ \ \ So BUILDw6 �- e rsr A 0 / \ \ \ \ \ s \ \ \ \ DEPARTMENT OF CN13?3`,IN';LfNK C� p 11 aUTOtl LER \ \ \ \ \ \ \ \\ \ \ \ ° \ \ \ -ws-ws-ws-ws- PROPOSED WATER SERVICE 0 / o, ENE `e1�� 5m ,' (TYP) `\ `\ \ \ \ \ ` `\ \ `\ \`\ \ \\ \ \ � \ \' , HEALTH SER!/ICES -ws-ws-ws-ws- /." ' C6 " "" e T I, EP-2.4 \ \ \ \ \ \ 1 \ \ \ N \ \ \ APPROVAL EJC 5TIN6 TERSERVICE O�'P 1 a SQNINV\ \ \ \ \ , \ \ \ \ \ \ \ \ 'Tm \ EXISTING WELL NOTES: '0'DIA s,..,,." „LPI s= Gy2 1 `Gr1 1 _ EL\6.05 1 \ \ \\ \ \\ \ 1 \ \ \ \ \ \ \ \\ \ ' \I 56- ' WELL W-7: NEW CATCH BASIN GREASE T�� A \ NEW E/ONE \ \ \\ \ \ \ \ \ \ 1 \ � ' No_ 5120279 NOTES RIMREL I \ I PUMP STATION �\ \ \ \\ \ \ \ \ \ \ \- ` INSTALLED BY KREIGER WELL & PUMP 2THE TING EXI5TIN6 WELL(5)SERVICE. ON THIS PROPERTY ARE TO BE USED FOR IRRIGATION PURPOSES ay l I 11 50 FS < l\" " i1 J MODEL \ \ \ \ \ \ \\ sa___ __\- �' \ CORP. COMPLETED AUGUST, 2002. JJ1" a PS# DH152-93 \ \ \ - _ -\ \ ONLY. SUFFOLK COUNTY DEPARTMENT..OFHEALTH SERVICES eo,, ✓ B \ \ \ - &EXISTING SANITARY STRUCTURES ARE TO BE REMEDIATED IN ACCORDANCE WITH „" �\. ' EXI TING AELLW\i \ \\ � \ � - -_ - -as- �\ \ \ WELL W-2 SCDHS REGULATIONS- APPROVED { 'C \ \ - \ , \ \ No.. 558840 t3KSPa® D MAYS 2('f.085EAWALL �J. 7 ,�Q� s0 SAN e�� 1 1 I I ,` ! _ � � _ - - \ \ \ \ \ INSTALLED BY KREIGER WELL & PUMP 4.STORMWATER DESIGN BASED ON 2" RAINFALL. . '"`7. • Tt h ?-{ INV EL 77 3' WD 45,_11„ 1 \� - _aa - \ \ \ CGIRP. COMPLETED JUNE, 1976- 5.SEE DWG- SAN-03, SAN-04 FOR ALL SAN & STORM CALLOUTS (TYP). REFERENCE NUMBER: C / O - O S O0 FIELD MEASURED O • INV \ <'i \� DEP _ _ - \ \ (� r 0 -a2 \ \ •\ \ HORIZONTALLY SEWER LINES/FORCEMAINS MUST BE LOCATED A MINIMUM OF 10' p 26"-28" \FROM L STIN CW 0 P-� \ .rt`•81 1 RAVEL 1 \ NOTE HORIZONTALLY & 18" BELOW EXISTING WATER SERVICE LINES. SEE DRAWING �OF�FOR S.ECIALCONDITIO S 6 tt` \ 1 �r -38> _� -as-- -� \ \ \ \\ \ GRADE TO'\TOF ^ ss s F-6`� .,, \J \C S S 3 OLLA-R (TY \ \,- _ \ � _ - - - \ \ \ \ \ �\ \ W-1 AND W-2 ARE NOT CONNECTED TO 7.THE POOL CABANA, RESTAURANT AND TRAINING CENTER ARE USED BY MEMBERS ONLY AND , EXISTING SAN PI R m A EX TNG \ -I- `�' 1 \ \� ! �- \ \ \ \ THE POTABLE WATER SYSTEM. REVIEWERS INITIALS: �. ® BOTH MO E +• 0 \� 25 - _! ARE NOT OPEN TO THE PUBLIC. EEXX��S5 4 a q ¢ �` _ \ \ \ \ BUILDINGS BOC1..4R EL H1DP I -q 1 'D � - \ \ \ \ \ \ \ 8.BACK UP GENERATOR SHALL BE CAPABLE OF TURNING ON AUTOMATICALLY AND EL A,.,• "' •9. �' EXISTING WA \ 1a \ 1 1 �'•� ' \ \ \ \ \ \ \ s POWERING THE SANITARY PUMP STATIONS UPON POWER FAILURE- °A y 'tif MP ATIO MEATER RC M. m, m 4" �° \ \ \ \ '`' \ \ \ \ \ \ \ \\ 'A �\ 'N9�0 BUILDING GROSS FLOOR 9`d� O, O SST MODEL SES DWG. C °� & " P ai Ps 1 "' \ I 2 \ \ \ IEV' �,2r \ \ \ \ \ C \ 9'Si< /✓O AREA SCHEDULE: METES AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES \ p s IN A wM I 1 7 \ \ AG \ \ NAV \ \ \ \ J- <y 1.WEST MOTEL:8,030 SF ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G. S', \ GAG 041152 �� r It 6\ ,P� A RE Es _ FREERS LAND SURVEYOR DATED 4/5/00 O P IST- EIS n, wM i� OR R SF \ STNC� DSS O \ Q. 7 \ PRO NE \ \ " CW "FS s ® I SX \ \ NK TOTAL AREA Or PARCEL = 16.59 ACRES ROADWA FO \ T A'tlI�ACt'MAS§\ \ \\ \ \ \ \ \, 1 "9SSOQ 2-EAST MOTELS,285 \ CE \ \ \ \ \ 1 '\\ pC p 3.RESTAURANT:3,154 OSA li 'COQ-J\meq / s / PL ,max �.�U 'GT2 \ \ \ 4.TRAI NA: 634 SF T 5.TRAININGI CENTER:18,000 SF DIA !I d' p h / w`A \ \ \ INV EL ti \ 1 \ \ \ \ \ 1 I \�; 9<e�F.`p J y EXIST. AP ROXIMATE "t \ 17.4 1•� \ \ \ 1 \ \ \ \ \ 1 I I \\ S•,`C} ELEVATIONS REFERENCE U.S.6.5. �* S ARM 1�`'iP G�A 0� 0� ",' 4"CW LOCATION �P\ \a \ MH i 1 \ \ I I 1 1 \ \ \ I I �\ S o . . ('I'�P) d T q\��{ 3'` y 4) / SAN w TEMPORARY G� aA \ \ \ l 1 6"1 I I I 12'0 TORM ,G® `9.y �-I,\�OC\�y\ ZpP ,/ INV EL - �- _ _ _ _ GENERATOR ¢O� I 1 \ I� " I I m I o �j p�'p SITUATE: P� a-J 1 \ \ 43' 441 PVC R ELI 0 S�L)12 I 1 1 \ \ 1 1 I ,�\ <,�ti� 3800 DUCK POND ROAD 9 SbR3� ® I DIA 6'1 '., I \ \ \ 1 \ c 'F GJTGHOGUE P EP ia3 c �.f' 4 / 2" DI __„- EX ST�,. Tv.___-- _`~•�'/ \ ) 9 .68 '0 IPV I RAD DEPTHI I 1 \ 1 I 1 \, p } O 6 '"i -y"S�"_ G� TOWN OF SOUTHOLD 8 �� J,� B� P`LL /� L 1 I SDR35 1.00' I MOUNDED �TORMI I \ \ \ \ w \ \ �- SUFFOLK COUNTY, NY \\1_ / F M INV ENERA OR LEI LIMING \ 1 7 12r�9199 SCDHS NOV 09 COMMENTS MG PUMPSANITARY D M FL i I \ F, hp I g \ \ \ \ ''\ S.G.T.M. SECTION, LOT d BLOCK / FORCE - - Ctrl T / E1L 14.60 OOLS'I STATION �`'� �\ PS PANEL L , �'�� �'• �R I 129'-I" I W/F EL \ \ \ \ \ \ \ \ gyp 1000-83-2-I 6 10.29.09 SCDHS AUG 09 COMMENTS MG EMERGENCY ���, , N /ONE MAI I . a \ I T NK IM ELI \ \ \ \ �S \ \\ 'CS �S I o 22.801 \ \ \ \ \ \ O 1000-83-2-2 5j 7.10.09 SCDHS 1/16/09 COMMENTS MG POWER (NP) �� \ IN O A � U P STATION ,gyp• XI IN SANITARY / ' '° ! 1 I I _ V ODEL DH1S 2" W LATERAL �' / / % h v \ \ \ \ 7. 4 W/ BAL CLEANOUT % , I Iw INV ELI \ 1 \ \ \ \ \ \ \ \ 'P�. LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND 4 3104109 SCDHS OWR 2/27109 COMMENTS MG ..\-- IS G ASSEMBLY G ( SHOULD BE TAKEN AS SUCH. CONTRACTOR SHALL FIELD M' - �-'LIt P s FLUS G ` i ' - .� \ m \ \ \ \ \ \ \ \. �' \ d 3 3104109 SCDHB OWM 2/27!09 COMMENTS MG s < 4" (TYP) - "I INV (5) 0'0 S N s I \ it \ \ \ \ \ \ C?l, VERIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED /� STAT (TYP) 3 SEP TAN 0\N \ w \ \ \ \ \ \ \ 'P \ \ ri 6Y THE NORK 2 11116108 REVISED PER SCDHS COMMENTS MG QQ-- EXIST- / - T \ \ \ \g \ \ \ \ \ \ \ "y )\ \EXI TI G �4a' CW \ y \ �' / i / 10¢010. T T NV EON . PAD \ \ \ \ F2ECEPTA&E \ \ \\ \ \\ \\ \\, \\ � \-'\ \\\� 1 - ISSUED TO SCDHS J / \ 16.09 I \ WIT \ sP NOTE: REV DATE DESCRIPTION BY EXIST. \ N \ET // 4" FS \ r // /DI o • pi INV ,15.13 I \ \ NCLQSURE\ \ \ \ \ \ \ \ \ \ TAX LOT #83-2-1 , 2 AND 17.2 HAVE \/ D1A \ \ \ \ \ \ \ \ \ BEEN MERGED AND AND A NEW TAX MAP of s I I \ \ \ \ \ \ \ \ \ \ \ \ \ \, \ IT ISA VIOLATION OF THE LAW FOR ANY PERSON, W I I 1 \ \ \ \ \ \ \ \ \ '\ \ \ \ `\ NUMBER ASSIGNED BY SUFFOLK COUNTY UNLESS ACTING UNDER THE DIRECTION OF A \ EXISTING �� t t r I �t \ \ \ \ \ \ \ \ \ \ 1 REAL PROPERTY (,#17,3) REPLACES THE N� \ L DII DIA r� FORMER 83-2-1, 2 AND 17.2 TAX MAP LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY T BOX FO DOMEVIC �� �\ 36'-4" bVC p2 p� \ \ \ \ EXI5TIN6 WELL \ \ G WAY ANY ITEM ON THESE DRAWINGS- IF AN ITEM I� Q SDR35 d 1-OX I I \ \ \ \ 1 \ \W_p \ \ \ \ \ \ 'P, NUMBERS. 1- ' \ -Y,FFlo SERVI,CES� 1 , / of ' D1 _ \ ,1 , \ c BEARING THE SEAL OF AN ARCHITECT ENGINEER IS ' F ON STFEET \ \ I t`^. ( , I t •00 D s �' I \ \ \ s \ \ \ \ \ \ / L ARCHITECT/ ENGINEER w kz \ \ \ \ \ \ \ < ALTERED, THE ALTERING ARCHITECT ENGINEER N s w it s' \ \ \ \ \ \ / / • s / 9D \ \ \ m \ \ \ \ F SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND SWAT R \ / EXIITING \\ \\ �, I I '.= I 1 ' s D` Ia jlALVE 0 I I 1 \ \ \ \ \ \ \ \ \ \ \ \ % I s. W< 9c / MAIN \ I I es / �' a (EACH c 2 THE NOTATION "ALTERED BY" FOLLOWED BY \ '\ 4" WATER �AP IN ST$EET \ 1 �, o CLUSTER I \ \ \ \ \ N \ \ \ \ \ / \ ,\ SO„ l oy HIS/HER SIGNATURE AND THE DATE OF SUCH FOR EXISTING 1 `� / tD' t y (b I I I I 1 I \ \ \ \ \ S F _ \ Lp wt3 to \ 1 \ \ / \ F ALTERATION, AND A SPECIFIC DESCRIPTION OF THE '\ II" SERVICE TO 1 I / I I I I 1 1 \ \ \ \ $ \ \ N \ \ & �V y.,,, ,_,� ALTERATION ON THE DRAWING. PROPERTY/ 11 1 / 9 / IA 1 I I 1 1 1 \ \ 0 1 I m \ 1 / \ ''\ 90 '9Tu1�a u'�,'lW4 v{d:4� )✓y \ I EXISTIN SCDHS APPROVED B-J� " -NEW 0.0X8' EFF DkPTH a / \ ti r BOARD ', \ I I CABANA (SANITARY SYSTEM / /F PREC�ST SAN LEAC ING POOL I 1 1 1 1 \ \ I 1 c PLAiCd1^Ii9..� U J7 t D H "THE PLANS AND SPECIFICATIONS HEREIN ARE 1 I 1 1 1 1 \ \ I I I "�\ / \ 7,1"VI;CILD INTENDED FOR THE SUBJECT PROJECT ONLY AS A TO REMAIN F (TYP/• \ / \ / \ TOYPd L ;in. -- ___ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN ---- THE OWNER AND JAMES, LASALA & ASSOCIATES, I I � EXIy�TIN� Trr�EE \ 1 \ \ \ I I ,/ \ ,� �\, I a \ \ \ 1 \ \ 1 , PATE �J / LLP. THESE PLANS AND SPECIFICATIONS WILL BE F F / I I 1 .INE\(TYP) \ \ \ ,� I 5" \ THE SUBJECT OF A COPYRIGHT PETITION AND MAY F NOT BE REVISED OR REUSED BY ANYONE WITHOUT `\ X16- 1 \ I \ \ \ \ \ \ / \ THE WRITTEN AUTHORITY OF JAMES, LASALA & F / / I \a \ \ \ \ \ \ / \ I .. ASSOCIATES, LLP.- 0- LP "0- - -- - - - - - -�`� � \ I I /� i I� //7 \\ \\ \\\ \\\ \\ \\ \\ �\ \\ 11 I / /// �e'1%\ JAMES, LASALA & -_ - - - - - - - - - -- - .-._-� � \�6-I m 1 / �/ \\ \\ \ \ %i \\ \ I I f 1 // \ \ 1 I ; \ ASSOCIATES LLP // /l I 1 1 r I I ^i i -3s__ _ - - � \ � \\ \�\\ \\ \ // / \ \\ \\ \\"(�O\v `fy \ \\ \\ II II II I I \ 11 OVAL DRIVE ' ,/ / l I 1 I 1 I 1 I I = - - - _ ��� \ `\ \ \��� \ \\ \ / / / \ \\ \ Q �' \ \ \ 1 I I I j I \ PROPERTY LINE SLANDIA,SUITE 9NY 11749 \ �� \2 ao� \\ TELEPHONE: 631-592.2660 JOB �J 080.E-00146 -- - - - 3y` . EfXK `'G\R•EC-�L.�N�P�\ _i I \\ \\ // \\ \ \\ "` \\\\ \\ \ \ I II I l \\ \',\ i �\ FACSIMILE: 637.232.7536 JOB 080.E-00014 _3a; =z ` \ �\ ` �\ \ \ EHASZ GIACALONE o � % , ti/ i \ - - - - - _ao, `\ \\ \I \ %� \\ \\ \ o _ _ \ \\ ARCHITECTS P.C. _42- ® OQm -52- - \ - % 431 CONKLIN STREET FAR INGDALE NEWYORK11735 COQ/� ' %// /////� ��� '� "� � ' � � ' � � � ' � �' � � ' ,46- � � - "-,' ' - � ������ �� � �� �- �� � �` -�� _ _ _moo / \ \ \o \\ \\`\ \\ \\ \ \\\ `8�_ _ _ - - - _ ` \ `\ TY LINE ` \ f\ - - � / TEL:(516)420-8383 FAX:(516)420-0195 ,3 \ _ / PROPER - O� 0/� 9/ ' // // , ,� ' �g6' ' � � ' � ' ' � Q � _�"Qsv - - 0-- - - / - J '/ \\ \\ �� \\ \\ \ � \ - - - -- � \ \ \ / ,'� ', / / PROJECT A /'� ' /'/ ' - - - � D - `ss2 _- ' - _- _ _- - - - - - '� - -- \\\ \I 1 , \ / , SANTOI2INI BEACH r RESORT _-. - - - 34_ _- - - - -__= �` �\\ � \3 �� -" 3800 DUCK FOND ROAD _ _ - _ _ - _ - ' -` -- _ - - _ _ 'L - - - 136- - _ ` _ _ � � s_� \ I I I I I / / �ss_� � /' /inae So' _ - - - �,..� = , ___ - - - - - -= 3\� �\ 6� v ' I I / \� _ - ``\ CTJ'I'CHOGUE, NEW YORK 11935 /y>"/,\' / / / / _ _ - �' _ _ _�__ ` _ _` _ _ ` _ _ _ - _ - _ _ � � -� � 1 1 1 1 1 � '\ DRAWING - -- 44, 724_61_ - - - - / ------- ;=-- - - - - - - - - - - - ------ ------ _- -_-_- - r � h- - - - - - - - - - - --- --- - - - - - - SANITA@Y 4 STOP�I IUJ4T =R / ' /' /' �/ 589'53'40"A 1293.92' ' - _x_ `50" _ - - - - - -- - D�,/\ N,4�1= .J- ITE= ��,41\I 1. "EXISTING COPPER WATER _ X54- - - - - - - - - --------- _ LAND NON OR FORMERLY OF SERVICE BETWEEN MOTELS 6 PROPERDRAWNBY TY LINE TIMOTHY T. STEELE e JEANE P. STEELE NICHOLAS ALLIANO •5to ERLY OF _ LE AS-(NOTED Y N.B. LAND NOW OR FORMDATE C. _ ..... _....__.. ..." NOTE• SCA CHECKED B o C.W.R. 0.75" SANITARY STRUCTURE REAMEDIATION SCHEDULE: 1.EXISTING SANITARY SYSTEMS SHALL BE REMEDIATED AS INDICATED ON THIS DRAWING. m ,, , ',G / , / •� , / , / i SANITARYOL No.: IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS- PROJECT SHEET OF 11 SANITARY STRUCTURE ABANDONMENT SCHEDULE: 1,4,7,9,10,11,12,13 AND POOLS AS OVERFLOW FROM THESE DBAE 00014 i _ - - - _ - - - - - -'- -- - /' H.W.H W 5 POOL No.: L BE REMEDIATED BEFORE A PERMIT TO CONSTRUCT 2.ALL EXISTING SANITARY LEACHING POOL STRUCTURES E RE TO COMPLETELY - I R RSA T EL •( A ( I I ( / ,58 H.W.R. 0.75 THE NEW SEPTIC SYSTEM IS ISSUED- THE CONTRACTOR REMOVED EXCEPT FOR THE EXISTING CABANA SYSTEM WHICH IS TO REMAIN. \� � \> , \ " 1,2,3,4,5,6,7,8,9,10,71,72,13,14,15,16, SHALL , fE5'8• WING NO. WASHING t9' SHALL NOTIFY THE SCDHS OFFICE OF POLLUTION CONTROL / 72 HOURS (631 854 2504) PRIOR TO THE COMMENCEMENT j `Cd c a MACHINES 1 .0�� OF ANY FIELD ACTIVITIES SO THAT SCDHS STAFF CAN \ 5�N = <` _}T_.EaB`��z BE PRESENT TO OBSERVE THE REMEDIATION WORK- 2 '- 1' t ,.tti'14�° n SANITARY & STORMWATER DRAINAGE SITE PLAN ', / ' 4, D Y - �' a "f sew ° 02 .10 SAN i - - SUFFOLK COUNTY DEPARTMENT..-OF HEALTH SERVICES � APPR0%TD N / REFERENCE NUMBER: SEEDRAWING# -L OF I'JFORSPECIALCONDITiONS REVIEWER'S INITIALS: - Ok \ j / \ \, SUFFOLK COUNTY \ DEPARTMENT OF HEALTH CES APPROVAL /' / 4}lpJ4. { \ NOTES / of 1. 8"0 S.C.W.A. PUBLIC WATER IS EXISTING IN DUCK POND ROAD & A SERVICE TAP IS EXISTING TO THE SITE. 2. THE EXISTING WELL(S) ON THIS PROPERTY ARE TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE BEEN DISCONNECTED AND REMOVED FROM THE POTABLE EIYhSTIN "P� �%\i \ SYSTEM. � 3. ALL WATER SERVICE PIPE ON PROPERTY IS FED BY SCWA /- BUJ DIN • / pT ST \ STREET MAIN. 4. INSTALLATION OF WATER SERVICE SHALL NOT INTERFERE WITH OTHER WORK. \v. % i •p ``\ i / �O/��� '- ) BUILDING GROSS FLOOR / '\ AREA SCHEDULE: e� / yG� T EXISTING WELL W-1: TO BE USED FOR '^\ 1.WEST MOTEL: 8,030 SF 'Iry IRRIGATION PURPOSES ONLY. ALL WELL 2.EAST MOTEL: 8,285 �- i75TINGOS LATERALS HAVE NEER DISCONNECTED. \ 3.RESTAURANT: 3,154 SF / THERE ARE NO CROSS CONNECTIONS INTO 4.CA13ANA: 11,634 SF THE POTABLE WATER SYSTEM. 5.TRAINING CENTER: 18,000 SF LEGEND NC "N + ' "�\ \ W- 711y' �0 EXISTING FIRE SERVICE %ISTING 4"FS \ v /�" �'Fo, I , f () 1 \d D WITH SHUT-OFF THE N O EXIST NO 4"FS ��J\��` /� 2GEXISTING VALVE LVE OR FUTURE BUILDING \•,\ o wM EXISTING WATER SERVICE \•''- 'i t ♦�" �e MAIN E D a"roc 1� S� qo: \s " / N '•\ PROPOSED FIRE SERVICE (xL D �7 & \ h 'th CjV� - WM-� €XISTING % -�� y�G� P�`� \ P¢�f�Va Fs � PROPOSED WATER SERVICE NITARP00LEACHING i @�O F \t�6 \ \to\g"�\c E IS �F E�ISTIN� � �G� OFF�4"CW \ IN XIS71NG . \°J� CCS \ S n_1 IS NG STING 4" `.gyp \ ��_ �'% ��p.��\ry '( \SA ITARY ���y METES AND BOUNDS, AND PHYSICAL STRUCTURES ARE SCALED DIMENSIONALY FROM \�F � STRUCTURE SFO SURVEY BY JOHN L: EHLERS LAND SURVEYOR DATED 4/5/00 9 \ P (7Yp) `�a EXISTING �ty� TOTAL AREA OF PARCEL = 16.59 ACRES \ `; BOOL I SALE 8 12/09/09 SCDHS NOV 09 COMMENTS MG EW CR TE PAD (SIZE COURT / ELEVATIONS REFERENCE U.S.G.S. \ ,6` A ER\ OTE ) ty , 129'-1" 6 10.29.09 SCDHS AUG 09 COMMENTS MG EXISTING 8" P IN STREET 1\ ♦ry / SITUATE: NOTE: / '�^ E STI G 2"CW ', EXIS NG OUTDOOR 3800 DUCK POND ROAD TAX LOT #83-2-1, 2 AND 17.2 HAVE 5 7.10.09 SCDHS Il16/09 COMMENTS MG FOR 4" IRE SERVICE / CUTCHOGUE BEEN MERGED AND AND A NEW TAX MAP SERVI E BY SCWA \ \ \ EXISTI FS `S MMN� POOL 4 3104109 SCDHSOWR7127/09COMMENTS MG TOWN OF SOUTHOLD NUMBER ASSIGNED BY SUFFOLK COUNTY S PR ERTY LINE R �,�s 5 I s IS NG 4"FS \ SUFFOLK COUNTY, O REAL PROPERTY (#17.3) REPLACES THE S 3/B4/�9 SCDHSOWM2l27/09COMMEMS MG \ EXISTING 4"CW ADE QUAT RPZ DEVI E SHALL `> 1000 8 -ECTIOPJ, !:OT & BLOCK FORMER 83-2-1 , 2 AND 17.2 TAX MAP NUMBER'S. \ ` BE PR VIDED TO PR ECT 1000-83-2-i 211118108 REVISED PER SCDHS COMMENTS MG EX TIN AGAIN T ANY POTENTIAL ROSS- 1000-83-2-2 - FI CONNC$�QCTION FROM THE 1000-83-2-17.2 1 ISSUED TO SCDHS MG EXISTING SIAMESE CONNECTION SWIMMING POOL AND f REV DATE DESCRIPTION BY HYDRAN ox \ \ R \� ASSOCI TED EQUIPMENT. EXIS INC CABANAS �{�T LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND SHOULD BE TAKEN AS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 6 EXISTING HOT-BOX FOR q\ ABANDONED EXI WT WE%' DEPTH STORM SUCH. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING UTILITIES AS EXISTIN / ' DOMESTIC AND FIRE SERVICES `m `--- UNLESS ACTING UNDER THE DIRECTION OF A 8"0 �,/ \' \` FROM STREET. SERVICE TO CABANA- LEACHING POOL REQUIRED BY THE WORK. STREET ` WITH SOLID COVER MAIN .� � \�, EXISTING 3" WATER SERVICE FROM METER TO RPZ `, WAY LICENSED ITEM ARCHITECT/ENGINEER,NITOSALTER IN ANY BY MAINCWA T �\�\ .�` �n_-----_----------------------------RIM EL 21.50 /W-2 BEARING YTHE SEA1L OF E AN ARCHITECT/ENGINEER MIS \ s ,,Y';-' ---- --® ALTERED, THE ALTERING ARCHITECT/ENGINEER EXISTING WATER METER GENERAL NOTES RELATING TO FASTITE FITTINGS ' INSIDE PROPERTY LINESHALL SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND z tk5TINCG POOL THE NOTATION "ALTERED BY" FOLLOWED BY \ EXISTING 4" WATER TAP f,� EXISTING WELL W-2: TO BE USED FOR 1. FITTINGS "ANSI/AWWA C753/A21.53" ARE ESSENTIALLY AS SPECIFIED IN THAT HIS/HER SIGNATURE AND THE DATE OF SUCH _ EQUIPMENT IRRIGATION PURPOSES ONLY. ALL WELL STANDARD. FITTINGS IN TABLES WITH THE HEADING "AMERICAN STANDARD" ARE EITHER' / IN STREET FOR 2" LATERALS HAVE NEEB DISCONNECTED. NOT INCLUDED IN THE ANSI/AWWA STANDARD OR VARY THEREFROM IN WEIGHTS, ALTERATION, AND A SPECIFIC DESCRIPTION OF THE \ SERVICE BY SCWA TO ROOM/TOILETS METER 9 PROPERTY LINE THERE ARE NO CROSS CONNECTIONS INTO DIMENSIONS, AND/OR JOINTS. ALTERATION ON THE DRAWING. \ THE POTABLE WATER SYSTEM. APPROX. 1000' FROM 2. FITTINGS ARE MANUFACTURED OF DUCTILE IRON QUALIFIED AS PER GRADE VISTA PLACE 70-50-05 (MINIMUM TENSILE STRENGTH: 70,000 PSI; MINIMUM YIELD STRENGTH: "THE PLANS AND SPECIFICATIONS HEREIN ARE 1'\ 50,000 PSI; MINIMUM ELONGATION: 5%) AS SPECIFIED IN AWWA 0110 AND C153. RESULT INTENDED PROJECT OF CONTRACTUAL NEGOTIATIONS BETWEEN \ 3. WEIGHTS OF ACCESSORIES ARE NOT INCLUDED IN WEIGHTS OF FITTINGS SHOWN IN THE OWNER AND JAMES, LASALA & ASSOCIATES, TABLES UNLESS SPECIFICALLY NOTED. FOR WEIGHTS OF ACCESSORIES. LLP. THESE PLANS AND SPECIFICATIONS WILL BE '\ THE SUBJECT OF A COPYRIGHT PETITION AND MAY 4. FOR ALLOWABLE JOINT DEFLECTION OF FASTITE, FLEX-RING, AND LOK-RING FITTING NOT BE REVISED OR REUSED BY ANYONE WITHOUT \ JOINTS. THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." S. ALL PRESSURE RATINGS ARE FOR WATER SERVICE. /• 6. SOME FITTINGS ARE AVAILABLE WITH BODY METAL THICKNESS AND WEIGHTS OTHER JAMES, LASALA & THAN SHOWN IN THE TABLES, SOME FITTINGS ARE AVAILABLE IN DIFFERENT SIZES AND% ASSOCIATES LLP WITH DIFFERENT SIZE COMBINATIONS THAN SHOWN. ALL SIZES AND BODY METAL THICKNESSES LISTED MAY NOT BE AVAILABLE DUE TO EQUIPMENT CHANGES. CHECK 11 OVAL DRIVE /• AMERICAN REGARDING SPECIAL REQUIREMENTS. SUITE 129 / 7. FITTINGS MAY BE FURNISHED BY AMERICAN WHICH ARE MANUFACTURED BY OTHERS. ISLANDIA, NY 11749 ANY SUCH FITTINGS WILL NORMALLY BE MANUFACTURED IN ACCORDANCE WITH TELEPHONE: 631.592.2660 JOB 08AE-00146 0 / APPROPRIATE ANSI/AWWA STANDARDS. FACSIMILE: 631.232-1536 JOB 08AE-00074 0z "EXISTING COPPER WATER FIRE SERVICE PIPING NOTES B. CENTER-TO-SOCKET DIMENSIONS, WALL THICKNESSES, AND WEIGHTS MAY VARY EHASZ CIACALONE SERVICE BETWEEN MOTELS NOTE: FROM THOSE SHOWN IN THE FOLLOWING TABLES DEPENDING ON FOUNDRY PRACTICE. J 02T / „ 1.ALL WATER SUPPLY SYSTEM COMPONENTS SHALL 1. PIPING SHALL BE DUCTILE IRON COMPRESSION FITTING STYLE (AMERICAN ARCHITECTS, P.C. 9. THE LOCATIONS OF TAPS, BOSSES, BASES, OR OTHER SPECIAL OPTIONS WHEN C.W. 1 .5 BE INSTALLED IN ACCORDANCE WITH AWWA C-600 DUCTILE PIPE FASTITE AS STANDARD). 0 0 / " STANDARDS AND DISINFECTED AND TESTED IN AVAILABLE ON FITTINGS SHALL BE SPECIFIED BY THE PURCHASER AS SHOWN IN AW�� C.W.R. 0.75 ACCORDANCE WITH THE AWWA C-651 STANDARDS. 2. PIPING MUST MEET : ANSI/AWWA C153/A21.53FITTINGS, S, AMERICAN NATIONAL 431 CONGEAL STREET STANDARD FOR DUCTILE-IRON COMPACT FITTINGS, 3-INCH THROUGH FLANGED FITTINGS/TAPPED HOLES AND SEQUENCE OF OPENINGS FOR SIMILAR BODY FARMINGDALE, NEW YORK 11735 0 0 " 2.ALL POTABLE WATER MAINS AND SERVICES MUST TYPE FITTINGS- LIKEWISE, END TYPES AND END SIZES USED IN DESCRIPTIONS MUST BE r H.W. 1 .5 24-INCH AND 54-INCH THROUGH 64-INCH, FOR WATER SERVICE .Z h� �� BE LOCATED A MINIMUM OF 10 FEET AWAY FROM 3. STANDARD PIPE LENGTHS ARE 18'-0" SPECIFIED IN NUMBERING SEQUENCE SHOWN IN FLANGED FITTINGS/TAPPED HOLES AND TEL:(516)420-8383 FAX:(516)420-0195 O 0 /; H.W.R. 0.75 SEWAGE DISPOSAL COMPONENTS AND STORM DRAINAGE SEQUENCE OF OPENINGS. POOLS. SEWER AND WATER LINE CROSSINGS, WHEN PROJECT WASHING ENCOUNTERED, SHALL CONFORM TO THE REQUIREMENTS 10. LATERAL OR WYE BRANCH FITTINGS WITH FASTITE. FLEX-RING, AND LOK-RING END / MACHINES 1 .O" STIPULATED IN STANDARDS ISSUED BY THE HEALTH SUFFOLK COUNTY WATER AUTHORITY CONNECTIONS ARE NOT SHOWN IN THIS SECTION. FOR SMALL-DIAMETER VARIED ANGLE SANTOPINI BEACH DEPARTMENT OFFICE OF WASTE WATER MANAGEMENT. LATERAL AND TANGENTIAL CONNECTIONS TO LARGER MAINS, SHOP-WELDED OUTLET PIPES ARE NORMALLY PREFERABLE AND CAN BE FURNISHED WITH ALL JOINING RESORT / CONNECTIONS AS NOTED IN SPECIALS. FOR LARGER OR FULL-OPENING REQUIREMENTS, INSTALLATION 3600 DUCK POND ROAD SOME 45' LATERAL AND TRUE WYE CONFIGURATIONS CAN ALSO BE FURNISHED WITH THESE PUSH-ON END CONNECTIONS. (CONTACT AMERICAN FOR AVAILABILITY.) THESE CLJTCHOGUE,NEW YORK 11935 \ 1. PIIPING TO BE INSTALLED AT A MINIMUM 4-1 FEET DEEP FROM THE WYE FITTINGS ARE SPECIAL, AND FOR ECONOMY AND AVAILABILITY, ALTERNATIVE BIUILDING(S) TO THE PROPERTY LINE. COMBINATIONS OF OTHER STANDARD FITTINGS MAY BE PREFERABLE IN SOME CASES. 2. PCMUST ACQUIRE A 215 FORM (PLUMBERS MEASUREMENT FORM) AND DRAWING a ___ _________________ __ __ _____________ _ THE - - FULLY COMPLETE AND SUBMIT TO SCWA PRIOR TO SCHEDULING FOR TAP. 11. AMERICAN FLEX RING FITTINGS WILL WORK AS PUSH ON UNRESTRAINED FITTINGS / \----------- -- -- -- -- -- -- -- --------------------------------------- - - - 3 BUILDING NG ANDALVE MUST 13 INSTALLED WHERE THE SIRST ENTE S AS WELL AS "FASTITE" WITHOUT RESTRAINT RINGS AND/OR SPIGOT WELDMENTS), AS _LU 7F= � SEEf ICS 3 I LONG AS SUITABLE EXTERNAL RESTRAINT (THRUST BLOCKS, ETC.) IS APPLIED. L INSPECTION. FLEX-RING FITTINGS ARE THUS FURNISHED AS "FASTITE" FITTINGS IN MANY SIZES AND -�j I -- T--= - 4. ALL UNDERGROUND FITTINGS MUST BE COMPRESSION OR FLARE TYPE. /; •,��, ' / CONFIGURATIONS, AT FOUNDRY OPTION. 5. PIC MAY USE TYPE 'K' SOFT COPPER (75'-200') OR NSW-PW PLASTIC PIPE WAY BE USED. IF PLASTIC PIPE IS USED, THE FIRST FIFTEEN FEET (15'0") FROM THE BLDG. AND THE LAST FIFTEEN FEET (15'0") MUST BE "K" SOFT DATE /2g/pg DRAWN BY a •.� �C -� -` COPPER. PLASTIC PIPE MUST BE CLASSIFIED TO 200 PSI. DUCTILE IRON o PIPING FOR THE ENTIRE RUN IS ACCEPTABLE FOR FIRE SERICE PIPING SCALE CHECKED BY - , AE,-NOTED HB. •� -� ONLY. / SANITARY STRUc PROJECT08AE 00014 SHEET OF -'� POOL No.:/ 1,2,3,4,5,6,7,8,5 „ _�= ',1, i DRAWING NO. / � 19. EESSIO�y o -� , � JAN 22 '. v =.�-�, • •,. ; 1 WATER SERVICE -SITE/ PLAN ' _ SAN ®�A ; 1"=40' - OF NEW FN 11 2010 4:$9PM iP LflSERJET 320 I ® JAMES LAS' 110VALDRlV1 '0=12/ SUFFOLK COUNTY DEPARTMENTOFHEALTH SERVICES-- APPROVED LEGEND EXISTING REFERENCENUMBER: C l a - (D F . o a 8 Janualyl2,2010 PROPOSED SEEDRAWING# ,OFj!LFORSPECIALCONDda�MS Suffolk County D REVIEWER'S INITIALS: Office of Waste _ 360Yaphank' z z AttcYap nti ¢ w ¢ u, z f' urn u � v I AN H 1+00 E (STING -crd L„ 1 +00 2+00 3+00 4+00 5+00 If & WEST MOTEL WATER SERVICE PROFILE 25 U Z 20 =' O Oa LD :per r7 O _ _ T G Z Z Q z N z N Q CT�< ¢ Lr) Z ¢ Un M V)N !n W m In W ED to w 1n W L) 15 8 7 12/09109 SCDHS NOV 09 COMMENTS MG 6 10.29.09 SCDHS AUG 09 COMMENTS MG FS 5 7.10.09 SCDHS 1/16109 COMMENTS MG 10 EXISTING 4 WM � 4 � 4 3/04/99 SCDHS OWR2J27/09COMMENTS MG 3 3104109 SCDHS OWM 2127/09 COMMENTS MG 2 11118108 REVISED PER SCDHS COMMENTS MG 1 ISSUED TO SCDHS MG REV DATE DESCRIPTION BY IT IS A VIOLATION OF THE LAW FOR ANY PERSON, Ot05 UNLESS ACTING UNDER THE DIRECTION OF A �' LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY si LIT eFF VALVE WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND 0 THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE -5 INTENDED FOR THE SUBJECT PROJECT ONLY AS A 0+00 1 +00 2+00 3+00 4+00 5+00 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT 2 CABANA WATER SERVICE PROFILE THE WRITTEN AUTHORITY OF JAMES, CABALA & ASSOCIATES, LLP." 1"=40'H, 1"=4'V @) w z @ JAMES, LASALA & 25 w J ASSOCIATES, LLP owe g 1 i OVAL DRIVE + , IL SUITE 129 ¢ w d ISLANDIA, NY 11749 N TELEPHONE: 631.592.2660 JOB OBAE-00146 ¢ V o w U U ~ 75 z FACSIMILE: 631.232.1536 JOB 08AE-00014 W � Zw Of 20 O Q z aZ EHASZ GIACALONE � (D d' > x oC co0 � � m ¢ r� Omtz0 rnC > c� Nd � U ozv ozw ozm z � z Nz � Q � z � a z � - ARCHITECTS, P.C. ¢ (n D ¢ (n Q !n ¢ N w Q N W ¢ v 7 Q v 7 N u) Q N 2 (L' ¢ Ln w _ cn w cn rn w = cn w m v1 w mu1 w N 0w rl cc 3 U) w 431 MI NKLIN STREET FARMINGDALE, NEW YORK 11735 1s TEL;(516)420-8383 FAX:(516)420-0195 WATER MAI AWS 2"x4" ADDLE FOR PROJECT FUTU BL W OFF SANTOIZINI BEACH MBLY FS RESORT TO TRAINING 3500 DUCK POND ROAD ,p CENTER CUTCHOGUE, NEW YORK 11935 DRAWING 1.2 " DIA. LU4T � 1� 5 EXI TING SA IT RY 20CW & G F',SMAIN FR:)M VA VE DATE v2a/oa DRAWN BY TO METE SCALEAS-Norex CHECKED BY HB PROJECT08AE 000, SHEET OF i U� ti orLsstoyZWNING NO. 5 0+00 1 +00 2+00 3+00 4+00 5+00 - 3 TRAINING CENTER WATER SERVICE PROFILE 'lF q3 gam SAN-028 �F NCW Y 0 1"=40 H, 1"=4'V „,•__ ' n Z Z z z zo zz 00 0 0 o 0 F 0 U (.) U U LJ r,J m w w w W W t/ 25 Z Z z z z � z o zo zp U Zo 0 0 ? V) O SUFFOLK COUNTY DEPA-RTMENTOFHEALTFISEKYM3 U 25 Q Z Z Z Z Z U U W W O J U APPROVED = — J OZI —CC = REFERENCE NUMBER: - Cl C - O S -O 0 8 U U U w w W W W O O O = _ Z Q o Z z z z z z z = _ SEEDRAWING# OF q FOR SPECIAL CONaMRM zo o O,n n ¢ r Ln cn 0 0 0 0 0 o > > REVIEWER!SINITIALS: + + W tcn + t + N � I- w w N w w w O O 0 U V) U) U) U) W W \ U) ¢ 20 O W N U O 0) O 5 [O 5 p1 a N r d' d- to N I- JH O_ I- D i- JI - F- W Q U) + 15 FF EL I- � Hw Hw I- W HN I- W FO 1- F F H I- H H H 14.31 SEWER n z u 3 U) 3 Ln 3 V) 3 U) 3 cn D_ V) U) LO Ln v: V) cn cn rn GREA E TATION 5 EWER nON INV EL 12.10 6"0 SAN 10 10.49 BEGIN Y0 1.25"0 SAN FORCE R-Y MAIN FORCE MAIN 10 0 0 r 6,7 0,1 N —I I n o m m n 0 w 1 2 L34' 5 -' 5 w w z w w w w w 31 32 z z z z z z 37 c 0TO SANITAR MANHDLE SMHi � 30'-6" 6"0 43' -6" 6"0 THR UGH 5 vi vi w m ® 1% MIN @ 1% MIN w w 130'- 6"0 130'- 6"0 0 SDR35 PVC 0 -5 0+00 1+00 2+00 3+00 4+00 5+00 -5 1 PROPOSED RESTAURANT SANITARY SERVICE PROFILE 0+00 1+00 2+bo 3+00 4+00 5+00 1"=40'H, 1"=4'V 2 PROPOSED WEST MOTEL SANITARY SERVICE PROFILE Z H 1"=40'H, 1"=4'V O Z:) P O U W Z O 25 U) � W U) to U z z W z z Z Z Z W Z Z S `« :� HH F- H F H H = H FH H O W 07 wp U � ¢ w � w ¢ W UlW -cT = w 20wz wz wz w w VIZ Z Lq W � WU Z O LU OU (D C-) 000 OU � � OU NU un i.n O J � U OU OW pW pW � W � 0_ NLil N1'J N N r7 � f+1 = ¢ Z QD fn 7:) Q7 QO QZ QO QO ¢ ¢ QF- QO U) V) U) 2 rn 2 (n 2 V) S U) U) (n = cn = (n U) U) J U] W 9 5 8 GRAD A OVE 7 F ERVCE SAN 5 STORM -PIPE (TYP) FO CE 4 10 20,21 8,19 6,1 14, I I I I 1 7 15 3 2 26 25 24 3 22 IN 1 MG SAN FORCE MAI d. N TO SANITARY MANHOL SMH1 REV DATE DESCRIPTION BY N J LAW FOR ANY 0 p ^ I I UNLESS ACTNGIOUNDERTHE THE DIRECTION OF PA RSON, s W w LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY J j J > WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM z w w BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS CROSSING REFERENCE > > ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY OF CROSSINGS. 0 HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN _g THE OWNER AND JAMES, LASALA & ASSOCIATES, 0+00 1 +00 2+00 3+00 4+00 5+00 LLP- THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT 3 PROPOSED EAST MOTEL SANITARY SERVICE PROFILE THE ASSOCIAATEESS,,TWAUTHORITY OF JAMES, LASALA & LLP." 1"=40'H, 1"=4'V W I— ~ ASSOCIATES, LLP 25 W U) Q z 11 OVAL DRIVE Z 07 [If ll� SUITE 129 U-1 _ I- LEARNING CENTER F EL 22.00 ISLANDIA, NY 11749 U >yLn p-- FACSIMILE: 631.232.1536 JOB OBAE-00014 TELEPHONE: 631-592.2660 JOB 08AE-00146 w e -a W O w 20 v z z z z z o z EHASZ CAACALONE z o � ,t n m = F n = rn = F aoz rn of rARCHITECTS, P.C. C) o 0 o O w � D w J n "'1 `F w `fi 31 CONKLIN STREET ¢ Ln Q ¢ Q z a Z ¢ z a z ¢ a Z ¢ FARMINGDALE, NEW YORK 11735 U) � U) U) to IVU U) N U U) N U ((n co N U) U U) TEL:(516)420-8383 FAX:(516)420-0195 15 CJ)O 00 PROJECT r-r- ri r J J J J SANTORINI BEACH 5P F w w w w w ETT RESORT 2 7-Z z Z Z Z 1111 3800 DUCK POND ROAD 10 CUTCHOGUE, NEW YORK 11935 SERVICE ISERVIC SEPTIC TANK 35 36 GREASE SEE EETAIL DRAWING TRAP - PROPOSED SANITARY 5EFRVIGE s T UW FORE MAM DATE 1/26)08 DRAWN BY CONNECTIONS SCALE A5-NOTED CHECKED BY H.6. 0 PROJECTaAF 00014 SHEET OF DRAWING NO. � �� 1a6eFaslp a - el 0+00 1 +00 2+00 3+00 4+00 5+00JPN 22 a v.1 o PAN-02C Of NEW 4 PROPOSED TRAINING CENTER SANITARY SERVICE PROFILE sr . N NEIN'JF �� 1"=40'H, 1"=4'V - NOTE: PIPE CROSSING TABLE 0 DF SACC WATER AND FIRE O O O O O O O O O O O O O O O O O O O O O O O O O O O 27 O O O O O O O O O O O O O O O O O O O O O O O O O O O SUFFOLK COUNTYDEPARTMENT.OFHEALTIISERVICES SERVICE SHOWN ON THIS # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4B 49 50 51 52 53 54 SHEET IS EXISTING. 6 STORM SEWER INV. 9.00 9.00 .00 9.00 9.00 8.82 8.82 8.62 8.82 6.9 8.93 9.01 8.96 8.82 8.62 8.70 8.70 - - 8.85 8.85 9.42 9.26 9.26 9.14 9.16 9.1 8.7 - - - - - - - - - - - - - - - - - - - - - - - 9.50 9.50 9.50 6" STORM SEWER INV- _9_ 2.A IN COURTYARD STORM " 7.50 7.28 7.06 6.84 6.62 6.88 - 7.25 - 7.45 - - - 7.32 - 6.98 - 6.64 - 6.60 - 6.85 7.07 7.11 7.25 7.57 DRAINAGE IS EXISTING. _ _ _ _ _ _ _ _ REFERENCE NUMBER: _ �- 10 - D 6" SANITARY INV. 7.00 6.78 6.56 6.34 6.12 6.38 - 6.75 - 6.95 - - - 6.82 - 6.48 - 6.14 - 6.10 - 6.33 6.74 6.61 6.74 7.07 .i6 0 8 - - - - - - - - - - - - - - - - 6" SANITARY INV. - 0 � TOP OF 1.25 0 F.M_ - - - - - - 7.32 - 7.32 - 7.43 7.51 7.46 - 7.32 - 7.20 - 7.21 - 7.21 - - - - - 0 8.00 8.00 7.52 7.52 7.53 7.53 - - - - - - - - - - - - - - - - - - TOP OF 1.25 0 F.M. SEE DRAWING OF LLL FOR SPECIAL CONDITIONS 1.25" F.M. INV. - - 7.20 - 7.20 - 7.31 7.39 7.34 - 7.20 - 7.08 - 7.08 - 7.08 - - - - - - - 7168 7.88 7.88 7.39 7.39 7.40 7.40 - - - - - - - - - - 9.13 9.13 9.13 9.13 9.13 - - - 1.25" F.M. INV. INV 4" F.S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4.48 5.25 _ _ _ _ - _ _ _ _ _ 6.05 - 5.56 5.57 - _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ INV 4 F.S REVIEWER'S INITIALS' 1� TOP 4" F.S. - - - - - - - - - - - - - 4.81 5.58 - - - - - - - - 6.38 - 5.89 5.90 - - - - - - 7.00 7.00 7.00 7.00 7.00 - - - - - - - - TOP 4" F.S. - �"'� W.M. _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ 6.13 - 5.64 - - 5.65 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INV .M. INV 3- TOP " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A150 6.38 - 5.89 - - 5.90 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP " NVM. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6.2 6.2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NV " .M. TOP 2" W.M. _ _ _ _ 6.38 6.38 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP 2" W.M.L - - - - - - - - 1.50 1.50 1.50 - - - - - - 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 EXIST MOTEL WS INV. 4 WM - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - 7.00 7.00 7.00 7.00 7.00 - - - - - - - - - - - - - TOP OF 4 WM CLEARANCE FT. 1.50 1.72 1.94 2.16 2.38 1.95 1.50 1.57 1.50 1.4 1.50 1.50 1.SD 1.50 1.50 1.72 1.50 1.50 7.50 2.25 1 .64 2.57 2.15 1.89 1.88 1.59 1.50 7.50 1.50 1.50 3.50 1.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1 50 1 50 1.50 1.50 1 1.88 1.88 1.88 CLEARANCE FT. START HADEP SYSTEM WITH 2' OF COVER OVER PIPE (TYP) __ _________________________________ 19'x6" / 5T01 CPP w -L- -; ROOF RIDGE F� I � DECK ABOVE �� ________-- 1 ! `�Ql¢ r 4•-6"/ UNE (TYP)� B STORM CLAN I i ! �c/ n n - - SFORM CPP OFEAIE A&"k%R RE 080 PIPE 6b 4Z g, 19'-6' / STORM CPP ��t ORTH SIDE m B LDING. n CPP ! 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UP �+ IWO GREASE TRAP a,_n 1 '� 00000 nF I li 20'-6" 0 STORM CPP = FT O PIPE CROSSING-MAINTAIN 18'^I SAN CLEAN - I iLl " 1, EXIST. ,,, q \ G 1 ,o ou (NP) y LL' LLL'1 O I MINIMUM VEflTICAL REPARATION �,g I KITCHEN TTT-Z �' ssss BETWEEN SANITARY UNES AND m L1L7.1' ^ IXISTA .• OI I m WATER SERVICE AND STORM- p oFa 1 5 S (KITCHEN sn m nen n _-.-T UI m I I y DRAIN PIPING P G 2'-0" 26 ! w LP-Rt i � Q DE516N BY - .,_.d . a I 1 � (TY ) q,--f0'-0' ai UNIT 4O �� yI1B s OT �„ ✓ 5o P�(q�FRR5-0�JN5 L� µF _O �y 8 o encase rlu. UNI-fi 3l 0 1 I p I O W 1 Oy Oq m.in M_n `` I 2D'-D" MIN. ! J " n n 85'-fi"/ PVC ROOF DRAINAGE I I T I y c 9 '4o W BU�rEwT AREA'-ir n n HEADER O 1.0% MIN. PITCH. 1 I j I }^ m CONNECT DOWNSPOUTS TO ROOF O v I �, 10'-D" LP-R2 ( 'P• y n a-u w-n,°( `�QQ n p NEAOER SYSTEM Tn O - I \1a-s// \la's// �-4// 510 N cPP U IT I 4? ae y t '^ o O O n I "gymx� ' 21'/fi DANT LEVER OF 1 CJ I ! 14'-4" / DIP SAN o. I ;Oq m 26 2nd ooR y I DEG ABOVE ELI SEWER O 2.0X MIN. R Fs a "'✓) 0 \'0 T-I 5-6'/ I 35'-6" / STORM CPP P I j 'a STORN CPP 'm �, `oma O -ST Sf--�-Sf Sf P UNIT I •M ------------ 43'-4" 0 PVC DR35 UP iM i O 1 TTI l UP s y B y l I t I 5s-s-s--�-Ss �1 SAN SEWER O LOX MIN. `��- I I I UNIT BS I ! ; L L � 25 LLLi i:1 , I O F�-s-.a=` t I I Nf '� 03-1.2 HOPE spas sAN"�'ORCE�i,AIN '� .--sr sr",-sr sr� 35'-6' / STORM CPP I G y ROOF RIDGE E/ ONE I n I UNE (TYP) I DUPLEX SANITARY SANITARY FORCE MAIN D K L� PUMP STATION LATERAL ASSEMBLY (TYP) OK LP-E3 �' I ' ' ) STI ----- -- UNIT Il� i t ! III I U IT ! 6"s STORMy I _LLLLj LP-E2A .� LP-E2 LP-W7 CPP CROSSING � I -- -- _ 12-6 / OVER 4"/ I '? 'cal o SANITARY FORCE MAIN STORM CPP PVC SAN (TYP ROOF STORM WATER FLUSHING CONNECTION (TYP) I I Q I I COLLECTION PERIMETER � t 0 0 ! I GUTTER t DOWN SPOUT 1 PROPOSED RESTAURANT SANITARY & STORM ATER DRAINAGE PL DOWNS O t] ! SYSTEM DRAINS TO y I . HEADER k LEACHING 1••=10•_0.• cl y l O y 0 0 0 ! I POOLS (1YP) a ca l . p SAN rn y !-1 Xs c '� T 3 2B?54'/ PVC R35 SEWER O 2.0X F" 9 R LJ I III! ! 1 ! ! 11 EP �p Tn ori I y tz•-6• ? I Li��i_ Llll O UNIT Im I 24 8 M 'un I B 7 12109109 SCDHS NOV 09 COMMENTS MG ( ) W I -Js LP-W3 I 3L 5'-6" &STORM CPQ y-� y 6 10.29.09 SCDHS AUG 09 COMMENTS MG 21'-6" / STORM CPP BM ROOF 18-6, / 6"/ PVC ENCLOSED I 3 '4n ; ; .F70'-0" MIN.-T y _T"111 U (D E) STORM CPP $ 7.10,09 SCDHS 1/16109 COMMENTS MG z ROOF STORMWATER COLLECTION. INSIDE COLUMN (rYP) I Q 6"/ ROOF DRAINAGE HEADER PERIMETER GUTTER h DOWNSPOUT 13 I I In 4 3)04/09 SCDHS OWR 2127/09 COMMENTS MG a I a ! d O 1.0% MIN. PITCH CONNECT SYSTEM DRAINS TO HEADERS k b I y i °• ^ DOWNSPOUTS TO HEADER SYSTEM (TYP.) LEACHING POOLS (TYP.) i O 3 3104109 SCDHSOWM2/27/09COMMENTS MG y an I 78'-6' / STORM-CPP IIV-6" / STORM CPP '�I ST-sT Sr ST ST-r-TBT-sr w w Sr- j o 2 11118/OB REVISED PER SCDHS COMMENTS MG o n STT- -51�- ST-St-sf St����lll"' ASST Sr Sr ST 5-6 / 7'-6' / ���Q , 0 5 6 / 5'-8' • ORM CPP�O I 23 l y n �I UNIT I6 I � r /-Rppp ? ROOF ARA 3 STORM CCP STORM CCP t, 31 .� ABOVE STORM CPP '" [MI 1 - ISSUED TO SCDHS MG (DRAINAGE) __ ______ REV DATE DESCRIPTIO------- -------- RIPT ON BY v M CPP UNIT �I O ss-ss {•ii o NEW H.G. FLANIP. STORAGE txl ROOF STORM SEE NOTE 5 -� STORM CPP )! O f] I 1 DRAINAGE AREA 3 F9 0 1 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, EXIST MOTEL WS. i ST 35-6" ST STDRM CPQ TTI^ UNLESS ACTING UNDER THE DIRECTION OF A 32 WEST BLDG FEEDS EAST BLDG_ • p LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM 4 IH a ROOF FA(DRAINAGE) t. I LAUNDRY S 0 BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS - - - ALTERED, THEALTERING ARCHITECT ENGINEER 1 -- --------- --------- _. - - -- - - ------ ----- --- ws ws ❑ UNI 241 UNIT 25 -- ❑ ❑ UNI 26 UNIT 2 -- ❑ ❑ NIT 8 UNIT 9 ❑ UWT 3 -L - ----- i SHALL EAFFIX TO CHIS HER ITEM THEIR SEAL AND PC TO FIELD LO TE ALL I - -- ----- ----- ❑ -ws s-w ws S -I y� I THE NOTATION "ALTERED BY" FOLLOWED BY EXISTING SANK OUTLETS i !SNIT 15 UNIT 14 1 UNIT 12 WATER OFFICE _ w5 w ❑__ ❑ ❑__ ❑ ,❑ - _ �_� o B HIS/HER SIGNATURE AND THE DATE OF SUCH CONNECT NEW 4" / PVC I .G N I HEATER ws-w s-w ws s --- ---� - SAN LINES • 2.0 MIN. m I I r--• ROOM ROOF AREA t I !! I ALTERATION, AND A SPECIFIC DESCRIPTION OF THE � ' 0 RA 1 I; a ALTERATION ON THE DRAWING. DRAINAGE) UMP STATION DRAINAGE ARA 2 O +,� O ( .O O ( AGE) II i �{ '' 12 , eeROL PANEL I 1� �OF PANE ! G 0 O O ❑ I I 16'- STCPP-0' OVE GRADE. 0 . G ❑O O O L-J O O O 10 O II � "THE PLANS AND SPECIFICATIONS HEREIN ARE y INTENDED FOR THE SUBJECT PROJECT ONLY AS A SrFig JL 1 ` RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN O THE OWNER AND JAMES, LASALA & ASSOCIATES, I` x L N Cly 6+ Ny - - - - G i E ONE y 1 ' I?c" x \ k 1' y �� I LLP. THESE PLANS AND SPECIFICATIONS WILL BE / ! ► e• YAR 2T. o a coq a z o v III L_LJ-1LL__I "+ �"' e+ o n am o EI MOP g'4 L 'u THE SUBJECT OF A COPYRIGHT PETITION AND MAY DHI52-93 j 5 m O I!! arses=�� O \O.PM B t,O 57' �'n O is cat CLOS O cal in r w a w P w --- yNOT BE DUPLEX I > I I! 'aw 00•' 15'-2' _p 0\'�' ' '�. ��_p o0 �y' vl �m' 'o ' THE WRITTEN ISAUTHOR TY OF JAMES.NYIOANSEA�WIT OUT PSANITARY UMP STATION m IN EL a .L. _ \ I OP J3 43 J y y yy' I`O ASSOCIATES, LLP." 5.701 ' y I a y y 9rW 6 =____.�_______�. a;W < o Ob Z +� 30•-0� �N 'C -y 1N y N� 1~ LAUNDRY 3i 125'-6" Y PVC DR35 SAN SEWER O 1.0X MIN. •I N '4 y z y m u y y_ B s�-S S-B�-S S S-S-B S--B B S B-B 5 _ B ^ �o 2 TN yo ' oy oy JA1Y1J.:rS, LASALA & FTA-w---FM FM FM- FM FM FM FM TM FM „ Q y ASSOCIATES LLP 150'-1.25"■ HDPE DR9 SAN FORCE MAIN 6 8 10 y 12 ~ 'M a Y'4 G� a - P y 7 I1'-B 5/8' 9 ''n-'B 11 X'� o Y Y ' Y ' STORM CP CONT STATION SUITE11 AL 129 RIVE 10'-0 14 I , u 16 Iy 18 22'6" eoTT of PANEL ISLANDIA, NY 11749 n H 4'-0' ABOVE GRADE. TELEPHONE: 631.592.2660 JOB 08AE-00146 ST �- 2 '� 116'-6' / PVC R35 SAN SEWER O 1.0% MIN. z FACSIMILE: 631.232.1536 JOB 011/AE-00014 29' / STIDRM CPP Sr Sr TT~TT47'-6' / STORM CPP -TT S-s s s S S S s s-SS S SQ S S-S s 2 158'-1. ' / NDPE DR9 SANMSEWER FORCE MAI 21 EHASZ GIACALONE 1310,_0• O 15 B 17 m 19 E/ONE ARCHITECTS, P.C. LP-W2 MODEL I DHISZ-93 431 CONKLIN STREET NEW SANITARY FORCE MAIN .0 3334ay ST ST TT TT-sr-+-BT ST-sT sT-9T-9F-BT-Sf�-ST DUPLEXY SEE. SITE PANS 63'-6" / STORM CPP O 1.00% MIN. (TYP.) 46'-6 / STORM CPP O 1.00 Il./N. (TYP.) PUMP STATION FARMINGDALE, NEW YORK 11735 FOR CONTINUATION. TEL:(516)420-8383 FAX:(516)420-0195 EXISTING WATER MAIN LP-E1 12'/ PRECAST CONCRETE PROJECT A FIRE SEE SITE SERVICE. (1YORMWATER P.) SEE DWLG CN1NG 08 FORL FOR CONTINUATION. DETAILS, AND DWG. C-04 FOR SANTORINI BEACH �i DRAINAGE STRUCTURE SCHEDULE RESORT FOR SIZE. a 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 35 DRAWING 9 WEST MOTEL, EAST MOTEL 4 RESTAURANT is Fs FS FS FS f5 FB iR FS F$ FS is FS �\ WM wM PROPOSED SANITARY d STORh1WATER DRAINAGE PLANwM-WM Wm-WM W. L DATE i/25/oa DRAWN BY SCALE A5-NOTED CHECKED BY HD PROJEC08AE00014 SHEET 40F 9 DRAWING NO. 2 PROPOSED WEST WING SANITARY & STORMWATER DRAINAGE PLAN 3 PROPOSED EAST WING SANITARY & STORM WATER DRAINAGE PLAN SAN-03 - Tj o, . :.ate".. OF "FVI 9 a lY FS: EPARE�IENT OF HEALTH SERVICES APPROVED NUMBER: C / o= p p R I OFI±FOR SPECIAL CONDI1TOM S: 5�2- 3•I I 5.211 II I I EXIST. DEGK EXIST. DEGK � O Y1 - UNIT 44 a UNI m E%ISTINS BAR m iv TO REMAIN Y '- M FX A o I o in 0 :a 00 o 0 O •v UNIT 2 m O ° OD m o ❑ al4 n oo O -- DEGK H � O D ❑ O .�� ° 1' 0 —rim ;UNITO UNIT 45q 9 Q O O DECK 8 7 0 SIM 0 5 UNIT 5 p 4 DECK 2 v � m v REV DATE I DESCRIPTION BY UNIT 6 o IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 'O SIM ° UNLESS ACTING UNDER THE DIRECTION OF A a LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM UNIT 46 [i]I BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS O a ALTERED, THE ALTERING ARCHITECT/ENGINEER 4 SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY UNIT HIS/HER SIGNATURE AND THE DATE OF SUCH 5 m ALTERATION, AND A SPECIFIC DESCRIPTION OF THE D O ROOF ALTERATION ON THE DRAWING. BELOW RaSE ROOF slam g "THE PLANS AND SPECIFICATIONS HEREIN ARE ON LOWER EXIST. DECK INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN UNIT 8 THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY Q o o PE] E] NOT BE REVISED OR REUSED BY ANYONE WITHOUT O THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." - JAMES, LASALA & NEWT CK D� � ASSOCIATES, LLP EXIST. ROOF BELOW 11 OVAL DRIVE -4' V-o• 4'-0• e'-o• 21 SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB # 08AE-00146 FACSIMILE: 631.232.1536 JOB If 08PE-00014 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CX TCHOGUE,NEW YORK 11935 DRAWING 0 UJEST 1'fOTEL 4 EAST MOTEL LL S�GOND {=LOOI'Z PL,41�15 J 1, DATE vza/oe DRAWN BY SCALECHECKED BY AS-NOTED 1-1.6. 6 JhN 2I 201 PROJECTOaAE000la SHEET 40F 9 DRAWING NO. ¢ssrNN 2 PROPOSED EAST WING 2ND FLOOR PLAN QaoF 1 PROPOSED WEST WING SECOND FLOOR PLAN 1..=10,_0.. SAN cm cm ^1, hO' 43�gec Of NEW SANTORINI BEACH RESORT DRAINAGE DESIGN DESIGN CRITERIA RUNOFF COEFFICIENT: ROOF 1.00 rd D F j PRO IDE FOR PR" RAINFALL C.F./1/.F. SUFFOLK COUNTY DEPARTMENTOFAPPROVED START HEADER SYSTEM 12'0WITH MIN. 2' OF DRAINAGE COMPUTATIONS REFERENCE NUMBER: G1 O- 08 - 00 u COVER OVER PIPE RESTAURANT: (LP - RI) _____ _____ 4, 2,402 S.F. X 2/12 X 1.0 = 400.3 C.F. REQUIRED CAPACITY SEE DRAWING# / OF I FOR SPECIALC OWNMM 4 T PROVIDE (1) 12'ID LEACHING POOLS WITH 5DEPTH ((�� aec. i X 5' X 100.9 = 504.5 C.F- STORAGE PROVIDED REVIEWER'S INITIALS: _ OL ROOM DowNSPOQT (TVP) sroR' 6E 104 RESTAURANT: (LP - R2) 55'-6" 6"0 STORM CPP `COORDINATE WITH ii 2,402 S.F. X 2/12 X 1.0 = 400.3 C.F. REQUIRED CAPACITY ROOF DRAINAGE HEADERARCHITECTURAL DWGS. OLON MIN. PITCH. CONNECT � PROVIDE (1) 12'0 LEACHING POOLS WITH 5' DEPTH DOWNSPOUTS TO HEADER I ' 1 X 5' X 100.9 = 504.5 C.F. STORAGE PROVIDED SYSTEM (TYP) \\\IIP TOIL)'51 _ 3 -T - WEST WING: s'-0" ROOF AREA 1 (LP-W7) Ro�M2.320 S.F. X 2/12 X 1.0 = 386.7434 C.F. REQUIRED CAPACITY io T c ( ) /I�AN7R PROVIDE 1 12'0 L.P. X 5' DEPTH X 100.9 C.F. V.F. = 504.5 C.F. STORAGE PROVIDED lo't aREAKM ROOM 109 ROOF AREA 2 (LP-W2) -0- m IPROVIDE (1) 1212 X iCREQUIRED 0 LP. X 5 DEPTHX 100.9C.F./V.F.CAPACITY RRIDOR 504.5 C.F. STORAGE PROVIDED rec I e"� � 12'0 PRECAST CONCRETE DATA ON7ER 100 ROOF AREA 3 (LP-W3) STORMWATER LEACHING POOL 1O' - 3,624 S.F. X 2/12 X 1.0 = 604.0 C.F. REQUIRED CAPACITY c. 6(DTEyrpil) SEE DWG C-07 FOR r �,> E.M,R, PROVIDE (1) 12'0 L.P. X 6' DEPTH X 100.9 C.F./V.F. = 604.5 C.F. STORAGE PROVIDED LS, AND SIZE. .�`, L EBY env ��:- \ •, OI Pn55. IIS d' - :yy„•+'�"! � �II 570RA6E EAST WING: _ - ROOF AREA 1 (LP-E1) 12'-6'0 t0'-6"d m I s70RAeE .a.,,- 2,200 S.F. X 2/12 X 1.0 = 366.7 C.F. REQUIRED STORAGE CAPACITY STORM CPP STORM pPP I �m OFFIce _ „r,roanlL PROVIDE (1) 12'0 L.P. X 5' DEPTH X 100.9 C.F./V.F. = 504.0 C.F. STORAGE PROVIDED _ IIS STAT srLP ct .. g 13 0 \ ROOF AREA 2 (LP-E2 & 2A) -- -- --- - - ED 9 4 3,327 S.F. X 2/12 X 1.0 = 554.5 C.F. REQUIRED STORAGE CAPACITY d 1 LP-06 PROVIDE (2) 120 L.P. X 5' DEPTH X 100.9 C.F./V.F. = 1008.0 C.F. STORAGE PROVIDED / oeuasrto-ee T°P°P%^e ® ROOF AREA 3 (LP-E3) � el..t-o•-ri 3,100 S.F. X 2/12 X 1.0 = 516.7 C.F. REQUIRED STORAGE CAPACITY to' o" / // \ � / ARA ^ PROVIDE (1) 12'0 L.P. X 6' DEPTH X 100.9 C.F./V.F. = 605.4 C.F. STORAGE PROVIDED � 2 12' DIA STORM POOLS / 8'DIA.GREASE ARD TRAP, GT2 R^r Q`�,� A �C 3"0 WATER. \10 d y� FOR CpNTINU-e • / "+ .D�P LP-D5 / �• SEE fTE PLAN. / I 5TORA52 "y n-" EXTERIOR\' •/ O O CLOSET - 16 \ 6"0 WATER, pm x/10 ,\ FOR CONTINUATION SEE SITE PLAN. I , 0(1. LEARNING CENTER: lLP-Cl & LC- 4 "DIA. SANITARY PVC. d� ROOF AREA: 7,500 S.F. SEE SITE PLAN. 7,500 S.F. X 2/12 X 1.0 = 1,250 C.F. REQUIRED CAPACITY N ^ PROVIDE (1) 12.0 LP x 7'-0" DEPTH x 100.9 C.F./V.F.= 706.3 C.F. PROVIDE (1) 12'0 LP x 6'-0" DEPTH x 100.9 C.F./V.F.= 605.4 C.F. TOTAL PROVIDED: 1,311.7 C.F. � y VV / H CABANA: (LP-CI )DRAINAGE COMPUTATIONS 4"DIA. I Y VC. ROOF AREA: 1,635 S.F. '" SEE SIT 1,635 S.F. X 2/12 X 1.0 = 272.5 C.F. REQUIRED CAPACITY 9 _ PROVIDE (1) 12'0 LP x 3'-0" DEPTH x 100.9 C.F./V.F.= 307.2 C.F. STORAGE PROVIDED. 8 / U7 12109109 SCDHS NOV 09 COMMENTS MG LP-D4 ROADWAY TO LEARNING CENTER: -(D1 . D2. D3) /4`' • ROADWAY 7, S.F. x 2x 1.0= 1,176.2 C.F. 6 10.29.09 SCDHS AUG 09 COMMENTS MG 1,0 2/1 E° SIDEWALKS 1,040 S-F. x 2/12 x 1.0= 173.3 C-F. 5 7.10.09 SCDHS 1116109 COMMENTS MG l�P�1A. qo S\ PERVIOUS 4,738 S.F. x 2/12 x 1.0= 157.9 C.F. 4 3104/09 SCDHS OWR 2/27/09 COMMENTS MG ORC� s 4 3 3104109 SCDHS OWM 2/27/09 COMMENTS MG - SPTH NQ�NF SFF`/rggHr 3ROVI5DEx(;QOl 9'0 513.5 C.F. STORAGE PROVIDED 2 11/18/08 REVISED PER SCDHS COMMENTS MG / p�?SYt6 o TgRr 1 ISSUED TO SCDHS MG REV I DATE I DESCRIPTION BY / s IT ISA ACTINOF THE LAW FOR ANY PERSON, ACTING UNLESS NGGUNDER THE DIRECTION OF A \s LICENSED ANY ITEM THESENEER, TO DRAWINGS. LTER N ANY IF AN WAYITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS < \ ALTERED, THE ALTERING ARCHITECT/ENGINEER 1 TRAINING CENTER SANITArf(Y g STORM WATER DRAIN PLAN s, SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB # 08AE-00146 FACSIMILE: 631.232.1536 JOB # OBAE-00014 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEWYORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 PROJECT SANTGI2INI BEACH DOWNSPOUT RESORT (TYP) 3800 DUCK POND ROAD C=CHOGUE,NEW YORK 11935 ST UNIT 44 UNIT 43 UNIT 42 UNIT 41 UNIT 40 DRAWING a TRAINING CENTER d CABANA PROPOSED ID'-O" LP-E1 2 5ANITARY 4 5TORMWATER DRAINAGE PLAN O 0 ❑0 ❑0 DATE 1/25/05 DRAWN BY 00 O0 Q0 SCALE A5-Norex CHECKED BY i2'o PRECAST CONCRETE PROJECT SHEET 5 OF 9 eAE OD014 STORMWATER LEACHING POOL _ _ S EGUIPT. _ - ROOM (TYP.) SEE DWG C-07 FOR DRAWING NO. _ DETAILS, AND SIZE. 1 uKUFES3ICN _ TOIL. E)TOIL.Cl - 2 gq 1 CABANA STORM WATER DRAINAGE PLAN SAN-04 J` "° °3 9°� I� 4r ,. N Nod- � COATED CAST IRON DUPLEX RED PROVIDE TWO (2) INLETS AT ALL PUMP -----MARKED PIPE ALTERNATING PANEL THETIPLANS. SIZE AS SHOWN ON E /ONE , OR EQUAL T -260 18.02 Y� DH152/93 REQUIRED AT WEST MOTEL, RESTAURANT EXTERNAL VISUAL & AUDIBLE ALARM j� EAST MOTEL. SEE SITE PLAN. L n Z " EXTERNAL LATCHING MANUAL SILENCE N/i'1 1 D � 15 2 — J J LEVELL CONTROLS MANUAL RUN I / GASKETED LID, FRP PUMP RUN INDICATORS � 1 � 0® sLDaeA ewev srRaM ACCESS WAY VENT CONFORMAL COATED CIRCUIT BOARD 11 15.05 ,AWA" DUAL WALL, CORRUGATED PADLOCK I / STRAIN RELIEF CORD 7 / HDPE ACCESSWAY ALARM DRY CONTACT I GRADE cDRe Box NEMA 4X ENCLOSURE ASSEMBLY ICAs I I I � ADE CONNECTOR COATED CAST IRON � I � �//�� �`�� POWER & ALARM [ABLE CORROSION PROOF THERMOPLASTIC /n / 12-6 W/GND INTERNAL WELL VENT POLYESTER APPROVED BY UL FORZ.o• Dla, E/ONE EQUALIZER ELECTRICAL CONTROL ENCLOSURE x.70 g g ELECTRICAL QUICK DISCONNECT- 1-1,12'CURB STOPOPTIONS= Q U Q U DISCHARGE 1 i/9- FPT WATERWORKSRASS __ Z Y z x % NEMA SP (EDD) M IN.42' m m i (304 S.S.) BALL VgVLE HOUR ® 1-1 DD ERR s Go ED �' INLET, ET(S) sr PVC PIPE(S) ENVIRONMENT ONE METER \^ SWING CHECK VALVE Dlsa COMPRESSION FITTING PVC/STAINLESS STEEL ALAR I o 0 0 o I INVERT QUICK DISCONNECT ASSY ALARM I DEPTH DUST COVER SUPPLIED SUITABLFOR EFORBURIAL) (304 55.) manero, mrtimrn 55. CAST BALL VALVE WP7OPTIONAL HOUR METERS e9]' 1 I/4" DISCHARGE LINE -vin ° 140 $s (304 S.S.) - - - .- COMPRESSION FITTING92.Bin nPT ° \ m waH • �. : - 4 •• - " �, 1-714, wPi ZU08]mm FNH� �fL)VALVE 1mIo wP'lmll \ vl N ALARM it + I ANTI-SIPHON VALVE SS GRIPPER RING ADDED FOR PVC PIPING w%� a a o_ a1 sin (NQRYL) j p 800mm rur 'C•1 m rV rm x 4CONTIVEd 8ON ANNT m - o 2.8' RING ED 2I y OFF �xw 315 .: - wwrU 1069.1 0�1 wvy a •,' � UwQ 9011LL • P.e. U � �W r7L'aj .$In 15.5'10 a gg mM iT5 - o a z m 1mm 420mm �^ DOOD q ' ' ZOO 58 gal _ HDPE TANY.G 5. N _ c� �. 7/2" NOMINAL WALL THICKNESS L 220 L 750 GALLON CAPACITY V A DISCHARGE: 1-1/ FT-321 SS HOSE---,, IA- D EPLIP GROMMET FOR I PIPE A i' WV PIPE (STANDARD) GROUNDING _- i• --_ ' I — — — _ BARD ' I CONCRETE BALLAST IS REQUIRED t SEMI-POSITIVE DISPLACEMENT TYPE PUMP 1-I/4' NPTF I LEGEND SERVICE PUMP 1 PUMP 2 SEE INSTALLATION INSTRUCTIONS 3/4" GRAVEL BEDDING EACH DIRECTLY DRIVEN BY A 1 HP MOTOR T-304 SS BRAID T-304 SS 15014 ' —rnDN [CRE 9 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FOR DETAILS ]-34` NPT FLEX ADAPTOR INSTALLED OUTSIDE --SPPLYCABLE � 3 DH152-93 PUMP STATION SERVING MOTELS DETAILS 7-3D4 SCH 40 PUMP STATION ENCLOSURE BETWEEN o SILENCE AUDIBLE 1 1 1 1 DISCHARGE AND FORCE MAIN TO ACCOUNT —FACTORY IHLSfALLm R ALARM N.T.S FOR FORCE MAIN SETTLING. AD SM 05-02-07 B NV PIN FUNCTION 20005 EXTREME DR BY CKK•° DATE ISSUE SCALE SUFFOLK COUNTY DEPARTMENTOFHEALT(ISERvICS 1 PUMP STATION PANEL, LATERAL KIT & S/S FLEX. ADAPTOR DETAILS MANUAL RUN RED BROWNa: , APPS®�� 2 Li BLACK RED REFERENCE NUMBER: CIO — O 3 L2 WHITE BLACK � i � s F Vis✓ N.T.S 4 GND GREEN GRN/YEL 5 ALARM FEED ORANGE YELLOWL UPC(& 'U""'�^"•'d`" 'r^'`�"' 6 ALARM RETURN BLUE BLUE C ANE A112.3.4 SEWER SYSTEMS SEEDRAWING# I OF FOR SPECIAL CONDTd, $ DUPLEX ALTERNATING PANEL, REVIEWER'SIlOTIALS' 240V 60142 0Hz DOUBLE POLE POWER CON ® m5 WIRED LEVEL CONTROL - .TYPEE TTCO: DIRECABLE CT BURIAL, 12AWG, 129 SIX CONDUCTOR U11262116 LISTED 500D L.M000 Z9 PI 9 EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T260, UL LISTED, NEMA 8 4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/lPh, WITH AUTO DIALER (FOUR (4) 7 12/09109 SCDHS NOV D9 COMMENTS MG PHONE NUMBERS), AUDABLE & VISUAL ALARM, DRY ALARM CONTACTS, PUSH-TO-RUN, SILENCE, AND INDICATOR LIGHTS (LEAD/LAG, RUN, ALARM). THE PANEL IS SHIPPED 6 10.29.09 SCDHS AUG 09 COMMENTS MG LOOSE FOR EXTERIOR FIELD MOUNTING. 5 7.10.09 SCDHS 1/16/09 COMMENTS MG 4 3/04109 SCDHS OWR 2/27109 COMMENTS MG 2 PUMP STATION PANEL DETAIL 3 1 3/04/05 SCDHS OWM 2127109 COMMENTS MG N.T.S 2 11/18108 IrEVISED PER SCDHS COMMENTS MG 1 ISSUED TO SCDHS MG REV I DATE I DESCRIPTION BY IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A U LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM A BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER A SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATIONA LATERAL ASSEMBLY ALTERATION ON DTHE DRAWI A SPECIFIC G.DESCRIPTION OF THE "THE PLANS AND SPECIFICATIONS HEREIN ARE PLAN VIEW INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE vW 'A• TO MAIN LINE. I FROM PUMP STATION. THE SUBJECT OF A COPYRIGHT PETITION AND MAY SEE SITE PLANS. SEE SITE PLANS, NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & �kc ASSOCIATES, LLP." plSllAilfll o Y JAMES, LASALA & ASSOCIATES, LLP nt�em A n• onmv v+ss mix _ cm; -me•I THRUST BLOCK 11 OVAL DRIVE i6' SQUARE X SUITE 129 /j/ 6" DEEP ISLANDIA, NY 11749 PEA GRAVEL) TELEPHONE: 631-592.2660 JOB # OBAE-00146 CRUSHED STONE FACSIMILE: 631.232.1536 JOB OBAE-00014 EHASZ GIACALONE ARCHffECTS, P.C. FORCE MAIN FLUSHING CONNECTIONS 431 CONKLIN STREET INSTALLED AT ALL FORGE MAIN BENDS. FARMINGDALE, NEW YORK 11735 SEE SITE PLANS_ TEL:(516)420-8383 FAX:(516)420-0195 5 SANITARY FORCE MAIN LATERAL INSTALLATION DETAILS PROJECT 4 FORCE MAIN FLUSHING CONNECTION DETAILS N.T.S SANTORINI BEACH N.T.S RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING SAi�lIT.41�Y DETAILS a , DATE V28/oa DRAWN BY = SCALE A5-NOTED CHECKED BY HB PROI 00014 SHEET 6 OF 9 DRAWING NO. _ 22 2010 \ y ��YiTssE n� A - SAN-05 qF y,W ALD McDO CEOISOE'I MCDONALD MCDONALD sae lace sevmaie,N-1a,flan•roan>ssaelr CEO,SOE110E CEQSCLENCE eqt toao•9ouIIwW,Nrvr 1bM Salt•(61'tl]es.90]1 a..loo.•SoW"N•Nmv MM 11.1•(eon]wean TRAINING CENTER SANITARY SYSTEM DESIGN TEST HOLE DATA SHEET TEST HOLE DATA SHEET 'LEST HOLE DATA SHEET ALLOWABLE SANITARY FLOW (DENSITY): DESIGN FLOW: THEATER 0 3 GPD/CAPITA, DAYSCHOOL 0 5GPD/CAPITA + 2.5 GPD/CAPITA FOOD Name: aTn 111 Yy ESr yv;w b Name, an, n2 Name: JIG P3 �etT i,_n.u1 East VJ\N SANTORINI BEACH RESORT NON-MEDICAL OFFICE SPACE 0 0,06 GPD/SF GR FLOOR AREA Surveyor: Surve � P � � yor: Surveyor: AREA OF SITE: APPROXIMATELY 16.59AC. 75 CAPITA THEATER X 3 GPD/CAPITA = 225 GPD Location: Ira Ltitl'.t Locepon: ARTICLE 6 ZONE DESIGNATION: ZONE IV 600 GPO/AC 25 CAPITA DAY SCHOOL X 5 GPD/CAPITA + 2.5 GPD/CAPITA X 25 CAPITA = 187.5 GPD Location, ALLOWABLE SANITARY FLOW FOR SITE 16.59 AC. x 600 GPD AC = 9.954 GPD Tax Map Number. rano-a3-z-1 Tax Map Number. as Number. / 225 GPD/SF X 270 SF OFFICE SPACE = 16.2 GPD Protect Description: Slit:, plan Project Description: I eeerlpoon: 225 GPD + 187.5 GPD + 16.2 GPD = 428.7 GPD, SAY 430 GPD Data: 2/2D/08 9;JOAN Data: 2/29/09 Data; 2/29/0e Nixed arm, nnrt loam Nixed nand and loam 1limed and anti Loam Pale brown Line I.. medime sand .9p '------- 0.2' Nater in a.rk brown organic °lay or. tla tc. in nlxerl vend and loran .________ 10.1 ' ________ t0 ________ 11' as ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SEWAGE water J. polo tr.un erne to medium sang se Sater in bro"n fity and 51S DISPOSAL SYSTEM SHALL CONFORM TO ALL S.C.D.H.S. Water in pale brown fine to medium aa.d sr ---------- SPECIFICATIONS .SPECIFICATIONS AND REQUIREMENTS ureter in pais bronn tine On wadi.,, ,end sr n' rr 20' 1 ALLOWABLE SANITARY FLOW (DENSITY) CALCULATIONS & GENERAL NOTES 6 TRAINING CENTER SANITARY FLOW DETAILED CALCULATIONS Comments: rater encountered 10.1' below surface Comments: Vater encmmterad 9.2' below surface Comments Nat.r encountered 9.0' bolo" surface N.T.S N.T.S is a� POOL CABANA SANITARY SYSTEM DESIGN DESIGN FLOW: IDD GPD/UNIT FZVffiWEWS EPARTMENTAFHEALTH SERVICES UNITS 40-44 (FIRST FLOOR): 100 GPD/UNIT X 5 UNITS = 500 GPD M GEO.SCICAICE APPROVED e",tmo•mvv.w,w"w"nm,•tap at. NOTE. MUNOLEDATASNEEF R: C_ 1 0 - O $ ' 0 C IT IS PROPOSED TO CONTINUE USING THE EXISTING SANITARY SYSTEM PRESENTLY Name: dxn ea J OF�FORSPECIAL CONDITIONS SERVING THE CABANA. SEE CERTIFICATION OF CONSTRUCTED Surveror: ux,m WORKS BY DESIGN PROFESSIONAL, WWM-073 SUBMITTED WITH THIS APPLICATION. fano°.: cutch..°, LS: Tax Map Number: 1000-03-2-1 r 2 protect Description: Site plan Date. 3/13/09 7 CABANA SANITARY FLOW DETAILED CALCULATIONS clay., ...d With 109 D.-sial SC N.T.S a.prn fine to mars ..me SW SEPTIC TANK: _______ 1. TOTAL DESIGN FLOW = 7,442 GPD REQUIRED CAPACITY = 2 DAYS FLOW x 7,442 GPD = 14,884 GAL. Pale boo-an fine to medium sant a SYSTEM SIZING: USE (5) 10' DIA. x 6' LIQUID DEPTH SEPTIC TANKS: ,l 3' 16 --------000 GAL . X 5 = 15 000 GAL. , . THE SANITARY FLOW FROM THE SITE USED TO SIZE THE SEPTIC TANKS AND 3, LEACHING POOLS INCLUDES THE FOLLOWING: SANITARY PUMP STATION NOTES: ,afar 1. pole trove. Erne tp e RESTAURANT KITCHEN FLOW 2,200 GPD mow. oma sr LAUNDRY ROOM FLOW (0 EAST MOTEL): 120 GPD LEACHING POOLS: PROVIDE THREE (3) ENVIRONMENT ONE MODEL DH152-93 EACH CONSISTING OF TWO EAST MOTEL SANITARY FLOW: 2,325 GPD TOTAL DESIGN FLOW = 7.442 GPD 2s' (2) 1 HP, 1725 RPM, 240 VAC, SINGLE PHASE, 60 CYCLE SIMPLEX GRINDER PUMPS WEST MOTEL SANITARY FLOW: 2.797 GPD LEACHING RATE = 1.5 GPD/SF 51DEWALL AREA Comments, nate. a.coueee.md 16.3' Wei.. eo.fam. 7,442 GPD REQUIRED SIDEWALL AREA = 7,442 GPD / 1-5 GPD/SF = 4.961.3 SF A A FACTORY ASSEMBLED AND TESTED GRINDER PUMP STATION WITH A NOMINAL GP 5e.ing location Etaket REQUIRED-DEPTH (10' DIA.) = 4,961.3F / 31.42 SF/VF = 157.9 VF ACCESS - EACH PUMP IS M 0 1 POSITIVE DISPLACEMENT PUMP RATED AT 15 GPM 157.9 VF/8 FT/POOL = 19.74 POOLS REQUIRED SI 0 FEET OF HEAD AND 8 GPM ® 178 FEET OF HEAD. EACH UNIT CONSISTS ET (2) B-4 PROPOSED SANITARY LEACHING FIELD PROVIDE (21) LEACHING POOLS, 10' DIA x 8-O' EFF DEPTH SIMPLEX PUMP CORES ANDA 150 GALLON HDPE BASIN I- A 4" INLET GROMMET. TOTAL EFFECTIVE DEPTH PROVIDED = 168 VF EACH GRINDER PUMP CORE INCLUDES CHECK VALVE, ANTI-SIPHON VALVE, ON/OFF SENSORS, HIGH LEVEL SENSOR, MOTOR/PUMP/GRINDER ASSEMBLY, AND INTEGRAL CONTROLS- EACH BASIN COMES COMPLETE WITH BREATHER, REQUIRED LENGTH OF ' 2 SANITARY SYSTEM SIZING CALCULATIONS POWER & SIGNAL CABLE, NEMA 4X ELECTRICAL QUICK DISCONNECT PLUG FOR BOTH 1 O SOIL BORING DETAILS POWER & ALARM, AND S/S DISCHARGE PIPING WITH QUICK DISCONNECT WITH S/S _ N.T.S SHUT OFF VALVE. N.T.S g NOTE THERE IS NO UNIT 13. EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T260, UL LISTED, NEMA $ 4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/lPh, WITH AUTO DIALER, AUDABLE & 7 121091091 SCDHS NOV 09 COMMENTS MG VISUAL ALARM, DRY ALARM CONTACTS, PUSH-TO-RUN, SILENCE, AND INDICATOR LIGHTS 6 10.29.09 SCDHS AUG 09 COMMENTS MG WEST MOTEL SANITARY SYSTEM DESIGN (LEAD/LAG, RUN, ALARM). THE PANEL IS SHIPPED LOOSE FOR EXTERIOR FIELD DESIGN FLOW: LESS THAN 400 SF=100 GPD/UNIT, GREATER THAN MOUNTING. 5 7.10.09 SCDHS 1/16109 COMMENTS MG 400 SF=150 GPD/UNIT, UP TO 600 SF W/KITCHENETTE=150 GPD/UNIT, GREATER (THAN 600 4 3104109 SCDHSOWR2/27/09COMMENTS MG SF W/KITCHENETTE=225GPD/UNIT. 3 3104109 SCDHS OWM 2/27/09 COMMENTS MG UNIT 1 (2ND FL W/KITCHENETTE, 400SF): 150 GPD/UNIT X 1 UNIT = 150 GPD 2 11/18108 REVISED PER SCDHS COMMENTS MG UNIT 2 (2ND FL, 412SF): 150 GPD/UNIT X 1 UNIT = 150 GPD SANITARY SYSTEM CALCULATIONS: AUTO DIALER CALLING SCHEDULE: 1 - ISSUED TO SCDHS MG UNIT 3 (2ND FL, W/KITCHENETTE, 431SF):150 GPD/UNIT X 1 UNIT = 150 GPO POPULATION = 100 1 -OPERATOR PHONE REV DATE DESCRIPTION BY UNITS 4-7 (2ND FL, 313SF): 100 GPD/UNIT X 4 UNITS = 400 GPD UNIT 8 (2ND FL W/KITCHENETTE, 635SF: 225 GPD/UNIT X 1 UNIT = 225 GPD Q,PEAK HOURLY/Q,DESIGN AVERAGE = 4.25 (PER 10 STATE STANDARDS) 2.SITE MANAGER PHONE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNIT 9 (FIRST FLOOR, 255SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 3.OWNER PHONE UNLESS ACTING UNDER THE DIRECTION OF A UNIT 10 (FIRST FLOOR, 426SF): 150 GPD/UNIT X 1 UNIT = 150 GPD Q. DESIGN AVERAGE FLOWS: WEST MOTEL: 2,797 GPD = 7.94 GPM 4.ENGINEER PHONE LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY UNIT 11 (FIRST FLOOR, 341SF): 100 GPD/UNIT X 1 UNIT = 100 GPD EAST MOTEL: 2.445 GPD er 1-69 GPM + 0.083 GPM LAUNDRY = 1.77 GPM WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM UNIT 12 (1ST FL W/KITCHENETTE, 336SF): 150 GPD/UNIT X 1 UNIT = 150 GPD RESTAURANT: 2,200 GPD = 1.53 GPM GRINDER PUMP PERFORMANCE CHARACTERISTICS BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS UNIT 14 (1ST FL, W/KITCHENETTE, 350SF): 150 GPD/UNIT X 1 UNIT = 150 GPD ALTERED, THE ALTERING ARCHITECT/ENGINEER UNIT 15 (1ST FL W/KITCHENETTE, 426SF): 150 GPD/UNIT X 1 UNIT = 150 GPD Q. PEAK HOURLY FLOWS: SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND UNITS 16-21 (1ST FL W/KITCHENETTE, 345SF):150 GPD/UNIT X 6 UNITS =900 GPD WEST MOTEL: 1.94 GPM X 4.25 = 8.26 GPM 230 THE NOTATION "ALTERED BY" FOLLOWED BY OFFICE 22 GPD EAST MOTEL: 1.77 GPM X 4.25 = 7.52 GPM 100 HIS/HER SIGNATURE AND THE DATE OF SUCH 2,797 GPD RESTAURANT: 1.53 GPM X 4.25 = 6.50 GPM 96 220 ALTERATION ONALTERATION, AND A DPECIFIC .DESCRIPTION OF THE 3 WEST MOTEL SANITARY FLOW DETAILED CALCULATIONS PUMP SCHEDULE: IL 4if 210 RESTAURANT-ONE (1) DH152-93 9 200 "THE PLANS AND SPECIFICATIONS HEREIN ARE N.T.S WEST MOTEL-ONE (1) DH752-93 B5 - INTENDED FOR THE SUBJECT PROJECT ONLY AS A FAST MOTEL SANITARY SYSTEM DESIGN NOTE: EAST MOTEL-ONE (1) DH152-93 , 190 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN DESIGN FLOW: 100 GPD/UNIT, 150 GPD/UNIT, 225 GPD/UNIT (BASED ON UNIT SIZE) 1 .THERE ARE NO UNITS 40,41,42,43 80 THE OWNER AND JAMES, LASALA & ASSOCIATES, UNIT 24 (1ST FL 248SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AT THE EAST MOTEL. PUMP CYCLE TIME. P: 170 LLP. THESE PLANS AND SPECIFICATIONS WILL BE M UNIT 25 (1ST FL 197SF): 100 GPD UNIT X 1 UNIT = 100 GPD THE DH152 PUMP STATION IS PROVIDED 75 THE SUBJECT OF A COPYRIGHT PETITION AND MAY / 2.THI5 FACILITY IS NOT OPEN TO THE PUBLIC, 170 NOT BE REVISED OR REUSED BY ANYONE WITHOUT UNIT 26 (1ST FL 297SF): 100 GPD/UNIT X 1 UNIT = 100 GPD THEREFORE THE PEOPLE THAT USE THE MOTEL WITH FACTORY SET PUMP ON AND OFF ELEVATIONS. THE WRITTEN AUTHORITY OF JAMES, CABALA & UNIT 27 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD ARE THE SAME PEOPLE THAT USE THE RESTAURANT THERE IS 4" BETWEEN ON AND OFF. AND THERE IS 70 LOW PRESSURE SYSTEM DESIGN PRESSURE 160 ASSOCIATES, LLP." 20.68 GAL BETWEEN ON AND OFF. UNIT 28 (1ST FL 296SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AND THE TRAINING CENTER. THE TOTAL SANITARY FILL TIME= 20.68 GAL/6.5 GPM=3.18 MINUTES 65 I ' 150 UNIT 29 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD FLOW USED FOR THE DESIGN OF THE SEPTIC TANK RUN TIME=20.68 GAL/13 GPM=1.59 MINUTES 140 JAMES, LASALA & UNIT 30 (1ST FL 474SF W/KITCHENETTE): 150 GPD/UNIT X 1 UNIT = 150 GPD & LEACHING POOLS CAN COME FROM DIFFERENT SOURCES 60 ASSOCIATES LLP UNIT 31 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AT DIFFERENT TIMES OF THE DAY, BUT WILL NOT EXCEED 130 UNIT 32 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 7,442 GPD. 55 11 OVAL DRIVE UNITS 33-35 (1ST FL 198SF): 100 GPD/UNIT X 3 UNIT = 300 GPD 120 SUITE 129 UNIT 36 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 50 ISLANDIA, NY 11749 110 w TELEPHONE: 631.592.2660 JOB 08AE-00146 UNIT 37 (1ST FL 198SF): 100 GPD/UNIT X , UNIT = ,00 GPD LAUNDRY ROOM FLOW 8 SANITARY PUMP STATION NOTES & SYSTEM CALCULATIONS 45 UNIT 38 (1ST FL 29CSF): 100 GPD/UNIT X 1 UNIT = 100 GPD ¢ FACSIMILE: 631.232.1536 JOB ORAE-00014 3 WASHING MACHINES EACH 0 3 LOADS PER DAY •y $ 100 3 UNIT 39 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD N.T.S a u_ 1.83'd X 1.67'h CYLINDER: V = 4.4 GAL 40 9p EHASZ UNIT 44 (2NDFF 1770SF W/KITCHENETTE:) �PD/UNIT X 1 UNIT = 225 GPD SAY 120 GPD MACHINES X 3 LOADS X 3 CYCLES 4.4 GAL = , 18.8 GPD PUMP 35 80 ARCHITECTS P CNE UNIT 45 (2ND FL 7705E W/KITCHENETTE:)'.GPD/UNIT X 1 UNIT = 225 GPD UNIT 46 (2ND FL 770SF W/KITCHENETTE:)' pM GPD/UNIT X 1 UNIT = 2255 GED STATION j� z �'y � 2,325 GPD E/ONE 0 30 70 431 CONKLIN STREET V �3fC13T�L(s9 EL 2 DHD752-93 ¢ I 60 = FARMINGDALE, NEW YORK 11735 4 EAST MO EL SRR 9IAIR�PI� LOW DETAILED CALCULATIONS w _ 0 25 50 - TEL:(516)420-8383FAX:(516)420-0195 N.T.S PUMP 0 20 o PROJECT STATION C, PUMP 15 -' SANTORINI BEACH PANEL j o STATION 30 p & LIGHT (TYP) vg E/ONE 10 20 I' RESORT MODEL i° DH 152-93 5 1 3800 DUCK POND ROAD RESTAURANT SANITARY SYSTEM DESIGN 150 + - -1.25' 160"(+/- 10 cuTcxoGUE, '1vE.w YORTc 11935 KITCHEN FLOWS: DR9 HDPE 1-25"0 ORB HOP 0 0 RESTAURANT: 110 SEATS x 20 GPD/SEAT=2,200 GPD START 2"0 HERE DRAWING PUMP _5 -10 STATION SANITARY FLOWS: E/ONE FLUTEMPORARY _20 SH 2 STANDBY -10 SANITARY DETAILS 4 SELUAGE RESTAURANT: 110 SEATS x 10 GPO/SEAT=1,100 GPD DMODE52-93 CONNECTION (TYP) GENERATOR 15 -30 DI5PCSAL DESIC�,N CALCLIALT ON5 o -40 365' + - -20 DATE DRAWN BY -50 1/20/OD e 2"0 DR9 HDPE ❑ -25 _g0 - SCALE AS-NOTED CHECKED BY H6 z GREASE TRAP: _ --- - _ 2.200 GAL REQUIRED CAPACITY ISI 15 . 0 2 4 6 B 10 12 14 16 18 PROVIDE (1) 10'0x5' LIQUID DEPTH GREASE TRAP PERMANENT _ _ t' °.,_L_. PROJEC�BAE 00014 SHEET 70F 9 (2,500 GALLONS) STANDBY - R DISCHARGE(0),GPM _ FORCE MAIN GENERATOR JfaN 22 2010 `lN q�OFE55/OWING NO. IN MANHOLE _ ----- -- or 1❑ ZONE NUMBER NOTE: BRANCH DIVIDER 30 FT TDH FOR ALL PUMPS pp n 5 RESTAURANT SANITARY FLOW DETAILED CALCULATIONS 9 FORCE MAIN KEY MAP T FLUSHING CONNECTION 1 1 PUMP CURVE WITH SYSTEM OPERATING POINTS 'tf 0F N w Y SIGN-O6 N.T.S N.T.S N.T.S N �1zs 90' 9D' KITCHEN FLOW FROM / \ I6'-4- Pvc SDR 35 TRAINING CENTER l d I / ® 1/4-/FT. MIN. PRCH s� S(IFFOLKCOUNTYDEPAR3MFN'I:�FHEALTIiSERVICSS j( • • FROM EXI5NNG RESTAURANT • a APPROVED FAD ss • ss RexEoaccMsR.ci. FERENCENWBER: CI ll- O � ' 00 $ SEE DRAW tIVG# OF) FOR SPECIAL CONDI /y d REVIEWER'S INITIALS: Q 99' GTI -T y GT2 �N .-. RESTAURANT GREASE TRAP PLAN KITCHEN FLOW TO SMH1 A' PS-2 B � MANHOLE STEP Z - TRAINING CENTER GREASE TRAP PLAN MA INDUSTRIES INC. w KELLY h DMDEND DR. F U PEACHIREE CRY, GA. Z V (OR APPROVED EQUAL) Z_ Z r S.S_ OR STEEL REINFORCED w COPOLYMER POLYPROPYLENE CAST IRON FRAME AND w CAST IRON FRAME AND wCOVER TO GRADE (NP.) o COVER TO GRADE (NP.) 3 MANHOLE STEP DETAIL w a a N.T.S A B C D a " M.H. 6" 6'-0" #4 BARS ® 8^ OCEW BOTTOM 5• M U w 4' M.H. 5" 4-10" #4 EARS ® 8" OCEW BOTTOM w w BRING ALL HOUSE TRAP w LL BRING ALL HOUSE TRAP 16" GA. S.S. BAFFLE ANG TABS RIM EL. RIM EL. SHAPE TO FITS w CLEAN OUTS TO GRADE. SEE 1150 L CLEAN OUTS TO GRADE. SEE 21-85 / PLUMBING DRAWINGS. FINISHED GRADE / PLUMBING DRAWINGS. FINISHED GRADE PIPE OPENING P F PIP EL. 11.50 EL. 21.85 ' FIELD MEASURED 5/08 0 8" BELOW - B B EXISTING GRADE8" MIN. TRAFFIC z 724" BEARING TOP E 24 TYP. TYP. 6" GA. S.S. 4\ 24"� 20 20 B" TOP SLAB a BAFFLE IN PLACE a l 1 T 12" MIN p 1 12" 3 c na 30'-4" PVC SDR 35 n ma 29'-4- PVC SDR 35 00 ._ pa i 6" 1/4"/FT. MIN. PITCH z `' a 6" ® 1/8"/FT. MIN. PITCH Z Z -, 0 FROM GREASE TRAP OUTLET Z FROM GREASE TRAP OUTLET FLOW '" TOE ONE PUMP STATION INLET. w w tL FLOW 'O TO SMH1 E/ONE a� wo : LINE ' INV EL 9.25 1D PUMP STATION. 9O - LINE GT 2 _ INV IN EL 17.68 ® SMH1 ° SEE PIPE w rn GTI 'a 'CONNECTION DETAIL ® j • _ 1/q ® _ I 1^ 12" I _ - 12" (SHAPE TO FIT) D #4 BARS 90' ANGLE 6" BOTTOM - 6" BOTTOM n W/ 2. OVERLAP GREASE TRAP: z -� - 0 rn ° 1.#5 REBAR 0 6"0.C. E/W 4 CU YD 1 '-0" 10' DIA. a GREASE TRAP DETAILS: w 8' DIA. + �J GREASE TRAP DETAILS: - 1.CONCRETE 4000 PSI ® 28 DAYS. - 1.CONCRETE 4000 PSI ® 28 DAYS. OR EQUIV. WWM ® 8" THICK TOP SLAB. PERIMETER I` r j o S BAND TIGHTEN TO CONCRETE 2.REBAR TO BE ASTM A-615 GRADE 60. ? GREASE TRAP � 2.REBAR TO BE ASTM A-615 GRADE 60. / 2_#4 REBAR ® 6-O.C. BALLAST GREASE TRAP w 3.WELDED WIRE FABRIC ASTM A-185_ w 3.WELDED WIRE FABRIC ASTM A-185. INTERNAL 60 FT. LBS. IN FIELD STRUCTURE SHALL BE STRUCTURE SHALL BE &6 2, EQUIV. 4- I BOTTOM >; 4.DESIGNED FOR AASHTO H-20. 4AESIGNED FOR AASHTO H-20. DROP MONOLITHIC PRECASTMONOLITHIC PRECAST j 3.6X12, 6&8 ® 4" THICK SIDES. z 5.ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. ? 5ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. LIFT HOLES 180' A a'e TRAINING CENTER GREASE TRAP SECTION EACH SECTIO TAINLESS STEEL a' PROVIDE S.S. STRAP 2"X}" ° "KOR-N-SEAL" FLEXIBLE 1 RESTAURANT 10' DIA. GREASE TRAP DETAILS 2 TRAINING CENTER 8' DIA. GREASE TRAP DETAILS OR 6 CCA)LUMTO BER SECTION B_B FITSLEEVE OR APPROVEDEQUAL SCORING DETAU, PIPE CONNECTION DETA L N.T.S N.T.S u.ra NTs /"� MANHOLE BASE SECTION & TOP SLAB MANHOLE WALL a N.T.S 4" DIA. PVC SDR35 FROM TRAINING TAINLESS STEEL , 2B'- ENTER SANITARY ANCHOR BOLT 9 / 8 2"DIA HDPE SDR9 72 x 18' yAFROIM TRAINING PVCA. 35 6 FORCE MAIN DROP DETAILS 7 12/09/09 SCDHS NOV 09 COMMENTS MG SAN FORCE CENTER GREASE MAIN FROM TRAP N.T.S 6 10.29.09 SCDHS AUG 09 COMMENTS MG RESTAURANT y 5 7.10.09 SCDHS 1116109 COMMENTS MG & MOTELS A CONCRETE INVERT FORMED TO 4 3/04/09 SCDHSOWR2/27/09COMMENTS MG AT LEAST THREE-QUARTERS OF 33104109 SCDHSOWMPJ27/09COMMENTS MG THE DIAMETER OF THE PIPE FROM 2 111118108 REVISED PER SCDHS COMMENTS MG ST5 COVED MANHOLE A Typ WeTODLPI A 1 ISSUED TO SCDHS MG 0.626 REV DATE DESCRIPTION BY TYP, 30' 30' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, TO DLP3 UNLESS ACTING UNDER THE DIRECTION OF A "ADJ" CAST INTOTod - ' -- LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY TOP OF FRAME 30' 30' WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM Iyp BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS A o DODDO 0.625 ALTERED, THE ALTERING ARCHITECT/ENGINEER o00o0Do00o FROM I TO DLP2 SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND 00000000000 00 ST4 THE NOTATION "ALTERED BY" FOLLOWED BY 12 `�� 00000000000000 HIS/HER SIGNATURE AND THE DATE OF SUCH BRONZE LOCKING DEVICE D 0o 0 Do 00 o 000000 2 PENETRATING PICK ALTERATION, AND A SPECIFIC DESCRIPTION OF THE TO SEPTIC SANK ST1 WITH KEY WRENCH SUPPLIED SAN SEWER HOLES 180 APART ALTERATION ON THE DRAWING. FINISH GRADE STANDARD M.H. FRAME & COVER, FINISH GRADE STANDARD M.H. FRAME & COVER, EL 21.4 TYPE "F" ADJUSTABLE CASTING =4 EL 18.5 TYPE "F" ADJUSTABLE CASTING "THE PLANS AND SPECIFICATIONS HEREIN ARE 1-1/2" LETTER � INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN #4 BARS % �` •1 MR c C.E.WRBOTTOM ` , T,!'T` ` `i THE OWNER AND JAMES, CABALA & ASSOCIATES, iHALF INVERTEDCOVER PLAN THE SUBJECT OF A CDPYRIGHT PETITIOTO GRADE WITH N.J. SHALE � o` � ADJUST TO GRADE WITH N.J. SHALE NOT BE REVISED OR REUSED BY ANYONE WITHOUT CK & MORTAR (MIN_ OF TWO RED BRICK & MORTAR (MIN. OF TWO THE WRITTEN AUTHORITY OF JAMES, LASALA & 1p2' wS & MAX. OF 15") 1�2' COURSES & MAX. OF 15"1ASSOCIATES, LLP."coVER . STD. M.H. STEPS MANUFACTURER AND DATE CAST IN COVER S.C.D.P.W. STD. M.H_ STEPS MANUF. IDENTIFCATION UNDERSIDE OF COVER MANUF. IDENTIFCATIONCAST IN WALL STEEL REINFORCED CAST IN WALL COP OR STEEL REINFORCED ER POLYPROPYLENECOPOLYMER POLYPROPYLENE) JAMES, CABALA & ERENTIAL REINFORCIMENT zCIRCUMFERENTIAL REINFORCEMENT ASSOCIATES LLP 12' O.C. 0.12 SQ. IN./FT. OF HEIGHT 12' O.C. 0.12 SQ. IN./FT. OF HEIGHT s (TYP.) 7,g" 50. OR 34"0 SELF MANHOLE COVER PLAN (TYP,) T N.T.S. //s SQ_ OR -Y4"0 SELF 11 OVAL DRIVE SEALING BUTYL RUBBER / SEALING BUTYL RUBBER SUITE 129 NOTES: 274^ 3/4 NOTES: ISLANDIA, NY 11749 1_ ALL MANHOLES SECTIONS SHALL CONFORM PENETRATING PICK HOLE 1_ ALL MANHOLES SECTIONS SHALL CONFORM TELEPHONE: 631.592.2660 JOB # OBAE-00146 TO A.S.T.M. C-478, LATEST REVISION STANDARD TO A.S.T.M. C-478, LATEST REVISION STANDARD FACSIMILE: 631.232.1536 JOB # OBAE-00014 SPECIFICATIONS FOR PRECAST REINFORCED - SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. CONCRETE M.H. SECTIONS. 2. MANHOLE RISER SECTION TO BE FURNISHED 28-3Z4" DR 1" 1, 2. MANHOLE RISER SECTION TO BE FURNISHED EHASZT�GIACANE 3. IN 1,2,3 TO CERTIFY4' HEIGHTS AS REQUIRED. EQ (REDELIVERED 27-1/2" EXTENSION RING IN 1UF_ OR 4' HEIGHTS AS HOLES D. ARCHffECTS, P.C.1 _ 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED T 41 MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. 7 " MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. 4. LOADING TO CONFORM T AASHTO H-20 (LOADING 26" 1 . 4. LOADING TO CONFORM T AASHTO H-20 LOADING 431 CONKLIN STREET 4" DIA. PVC SDR35 5. REBAR TO CONFORM TO ASTM A-615-60 5. REBAR TO CONFORM TO ASTM A-615-60 5„ FROM TRAINING CENTS Fs=60.000psl 25-3 a" Fs=60.000PSI FARMINGDALE. NEW YORK 11735 REASE TRAP 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. 5 6. WELDED WIRE MESH TO CONFORM TO A.S_T.M. TEL:(516)420-$3$3 FAX:(516)420-0195 2" DIA HDPE DR9 FORCE MAIN INV. EL. 17.68 A185 Fs=65,000PSI A185 Fs=65,000PSI 7. CONCRETE TO BE 4000PSI @ 28 DAYS _ 7. CONCRETE TO BE 4000PSI B 28 DAYS PROJECT FROM REST RANT & MOTELS 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & iv 2_1 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & 42" OVER DEPTH BOTTOM STEEL. a0 BOTTOM STEEL. SANTOPJNI BEACH 3'-0° BASE A #2 STEEL HOOP AROUND OPENING (TYP.) o 31-0° BASE RESORT SECTI❑N SECTIDN PVC JOINTS �. A #2 STEEL HOOP AROUND OPENING (TYP.) 3800 DUCK POND O 21(TYP.) � 24" 2'(TYP,) FLEXIBLE JOINT (TYP_) R [lD 5-i/8 25-3/4" 4 CUTC110OUE,NEW YORK 11935 3 484 "KOR-N-SEAL" FLEXIBLE SLEEVE - ONE (1) 4•' DIA PVC SDR35 8e OR APPROVED EQUAL (TYP.) 36" 1W0 (2) 4" DIA. PVC SDR358ii "KOR-N-SEAL" FLEXIBLE SLEEVE TO DLP1 (SEE DETAIL) INV. EL. 16.20 OR APPROVED EQUAL (NP.) DRAWING 1h^ MANHOLE COVER SECTION A-A FROM ST4 & ST5 1�' (SEE DETAIL) COVER ONOLITHIC BASE SLAB N.TS. COVER MONOLITHIC BASE SLAB REINFORCEMENT #4 BARS REINFORCEMENT #4 BARS MATERIAL GRAY CAST IRON PER ASTM A-4$ (LATEST REVISION CLASS 30 NV. EL. 16.03 INV. EL. 15.93 e" O.C.E.W. TOP INV EL 17.49 8" O.C.E.W_ TDP FROM ST4 & ST5 TO DLPi 4" DIA. PVC SDR35 SEE SCORING DETAIL CAMBELL FOUNDRY CO. HARRISON, N.J. 07029 (OR EQUAL) SEE SCORING DETAIL ^ FROM TRAINING CENTER INV EL 17.39 PATTERN NO. 17341010 SECTION A-ADATE 1/291/08 DRAWN BY u SANITARY SECTION A-A 4" DIA. PVC SDR35 TO SEPTIC TANK STI 5 4' DIAMETER SANTARY SEWER MANHOLE-SMH1 7 ADJUSTABLE MANHOLE CASTING DETAIL SCALE As-NOTED CHECKED BY HB 8 4 DIAMETER SANTARY DISTRIBUTION MANHOLE- DBI N.T.S N.T.S N.T.S _ PROJECT08AE 00014 SHEET 8 OF 9 d� o 1/ cr�sm� DRAWING NO. 1iI �'TJf.NC • 03'19 - O � Dp NEW 4 SAN 07 LOCKING CAST IRON SEE STRUCTURE SCHEDULE LOCATED ON DETAIL 6/C-08 COVER TO GRADE (TYP) AND ALSO LOCATED ON SITE PLAN, C-02 (2) 4'-8"0 PVC SDR35 RIM EL DP 18.58 FOR ALL RIM, INVERT & BOTTOM ELEVATIONS CROSSOVER PIPES 20" RIM EL. DLP2 & DLP3 19.25 O.C. WITH CENTERLINE DLP1 TO LP1-12' SANITARY LEACHING POOL DETAILS 18" AI S18" BELOW THE LIQUID 1.CONCRETE 4000 PSI ® 28 DAYS. 2.REBAR TO BE ASTM A-615 GRADE 60. LEVEL. INV. EL'S 14.42. NOTE. DLP2 THRU DLP5:8' TO LP2, 3, 5, 8, 9, 12, 13, 16 3-WELDED WIRE FABRIC ASTM A-185- ALL MATERIALS USED IN THE CONSTRUCTION OF 17' TO LP4, 7, 10, 15 4.DESIGNED FOR AASHTO H-20. 24" HEAVY DUN CAST THIS SEWAGE DISPOSAL SYSTEM SHALL CONFORM 19' TO LP1, 6, 11, 74 5.ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. IRON FRAME & COVER TO ALL S.C.D.H.S. SPECIFICATIONS AND REQUIREMENTS MH RIM EL. 21.40 WITH "GASTIGHT" GASKET ALL COVERS TO BE LACKING CAST IRON COVERS. STANDARD (TYP.) OUTLET DROP T ON ALL DISTRIBUTION FINISH DISTRIBUTION LEACHING POOLS 13" BELOW INLET) GRADE ---- MH RIM EL. 18.50 RIM EL. 19.3 RIM EL. 19.30PRECAST CONCRETE RISER TIP- Fl GWE CAPPED OR PLUGGE SUFFOLK COUNTY TYPE •I" Z2 ZZ Z2 j GRP➢, z x z ,� z xa PRECAST PRECAST �� ADJUSEABLE CASTING TO GRACE CONCRETE CONCRETE \\ _III- _ ADJUST TO GRADE IMEH Nr. slave 42" FORCE MAIN a 24 24 24 24 E 24 24 �� �� �� /�/ _ _ O COVER DEPTH " i� 20" _ =_Iv 2O" =� 2O" eoPCONC. 3T TO DLP1 '� �� RISER (TYP) -� RISER (TYP _ INV EL 17.7 Y O _ - 8' TO DLP2 ED BRICK k MORTAR (MW. OF TWO COURSES k MAX. OF IS BOTTOM EL (NP) g �= 6" 6" } 6" I HALLOW S' TO �LPIL 4 \\%/\� -ITi _ _ _ -I roa �• 1° 6` -1O a -fOa v 4 PVC SDR DOME (NP) 8' TO DLP5 zi Moj p %nom ]o - 10 � m 1 a Ing' FT MIN PITCH ID0�O®® m 4" PVC SDR 35 D00❑O®® m 4" PVC SDR 35 00�❑0®® � a/C d ���" -°' - _� _ LAYER OF STONE 4" DIA. PVC SDR35 �- o T d T o T' o "' "� •00000® •IO000® •I0000® "R`iD�'\ U O] m 7 m K 1 8" FT MIN PIT 1 8" Ff MIN PR 3• MyN, NfNN MIN. 6' SEPARATION 45- BEND FROM TRAINING CENTER 6" 6' 6" 6 w 0000❑® -� / DOO❑O® / I000❑� \ SANITARY a 6 - - '^ M .ID D❑ I o o❑ .I o o❑ COLLAR �J\ - BEIwEEry DRICKWORK ANO STRUCTURE w 6 80 4 �� °i I00 DO❑ IO❑ (TYP. %o . a INV_ EL 17.49 f 'vim DIA. 10' DIA. 10' DIA. w ��-I 0000 0 u'1 t N\ - m w N MMMIh N / Ot `r INV EL 17.68 T- w c z 3000 GAL SEPTIC TANK 3000 GAL SEPTIC TANK 3000 GAL SEPTIC TANK �� _ x L N\ ' (MIN- cLAa 150 PIPE) 4" DIA. PVC SDR35 m® STRUCTURE SHALL BE STRUCTURE SHALL BE STRUCTURE SHALL BE Z f ' Z wa LEACHING d N��•- LEACHING ^r LEACHING /p\ N MONOLITHIC PRECAST MONOLITHIC PRECAST MONOLITHIC PRECAST - -.0 - FROM TRAINING CENTER � ? p SECTIONS p JJJJ SECTIONS sir SECTIONS ��� AINMIDEND PER PUNS GREASE TRAP GT2 ZO "' 7 wwww w w �m�'in d.y. � %w , AND MECHANICAL ~ I !moi j»> j > ��O^�' % /JOINT FITTING (D.I.P.) F 10' DIA I`I zzzz z 70' DIA z M?JnJ^� 10' DIA i\ \ pD NJ N r,w.d-wl d /\ N SMH1 SEPTIC TANK 1 SEPTIC TANK 2 SEPTIC TANK 4 DISTRIBUTION BOX DB1 0 0000 /\ a>z�>za>z_ /\ r/� wEeRwcn WITH MECHANICAL JOINT rq 6' MIN. PENETRATION FITTINGS (OI.P.) SEPTIC TANK 3 SEPTIC TANK 52' MIN. (TYP.) 0. a NTO A VERGIN srRAra PLAN p p OF SAND AND GRAVEL (NP.) HIGH SEASONAL GROUNDWATER SEPTIC TANK DETAILS: FLUw PIPE SIZE ElOw 1-CONCRETE 4000 PSI ® 28 DAYS. BACKFILL TO BE CLEAN mom PER PIANS To HEADER 2.REBAR TO BE ASTM A-615 GRADE 60. SAND AND GRAVEL (TYP_) Rwc. 3.WELDED WIRE FABRIC ASTM A-185. 4.DESIGNED FOR AASHTO H-20. DISTRIBUTION DISTRIBUTION LEACHING POOLS 5-ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. 1� PER PLANS 6.OUTLET FLOW MUST BE SPLIT USING A MINIMUM 4' DIA. LEACHING POCIL DLP1 LEACHING POOLS LP1 THRU LP16 MANHOLE. DLP2 THRU DLP5 FROM BUILDING ADP. SIZE) PNGLE VARIABLE 7 SAN & STORM HOUSE CONNECTION DETAIL MAX 31). 1 SANITARY PROFILE-SMH1 TO LEACHING POOLS 3/4' GRAVEL UNBER 'VYE' N.T.S N.T.S SECTION 3" MIN, 6" MAX. EXISTING GRADE 8 SAN & STORM HEADER CONNECTION DETAIL N.T.S y of IL 4" DIA. PVC SDR35 RIM TO BOTTOM 9' MIN 10' MAX. TOP OF TRENCH CH REVISED 0]/04 SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES TOP OF TREN ST3 OUTLET TO APPROVED DISTRIBUTION EXISTING GRADE LOww FM uw MANHOLE SHEETING ORxFN PFFERENCENUMBER: C 1 0- D g - 00 8 AND PULLED ATERIALS & JOINTS EQUIVALENT TO REVISED 07/04 12" 6" (STEEL MID DEPTH) 'A- aa. D' �• on.--I--a• - WATER MAIN STANDARDS OF CONSTRUCTION 's'EEDRAWING# ,�Oft-FOR SPECIAL CONDITIONS DISTRIBUTION . " TRENCH TRENCH AND PRESSURE TESTED TO ASSURE WATER FIVE (5) MANHOLE, DBI - T 10' DIA. I, DEPTH �° Do" TIGHTNESS PRIOR TO BACKFILLING L2EylE�T✓ER+S IDjr[IALS• SEPTIC' STS /� ' ' bl� .. �` EMRmuert •�-cm�wLwuuL'wvRO ° 10•-0" 10'-0" TANKS NEW 6" STABILIZED SOIL BASE. aAs I wTRrau.° ° 0• ONE (1) COMPACTED NYSDOT �bmcH WTOTH HAND COMPACTED TRENCH-Mam o NOTE: WC YPE 1011, OR APPROVED EgUAL wS*` R OR of IMTBtlN.4" DIA. STI DB1 4" DIA. PVC SDR35 CONCRETE PAD TO BE WRPJLTEO IN MAK a• HAND Sx4Pm eorrau 9 PVC SDR35 0 OUTLET TO VERIFIED FOR OMPACTED SUBGRADE pw TT"-Pa x owslrc. t/2 O.D. MIN. 18" MIN. /\ INLET DISTRIBUTION LOCATION AND SIZE IN FIELD AL�ERNATE "A" ALTERNATE "B" WATER MAIN OR 8 FROM LEACHING POOL DLP1 WITH ENGINEER PRIOR I WATER SERVICE SEWER MAIN OR 7 12109109 SCDHS NOV 09 COMMENTS MG SMH1 TO INSTALLATION. NEW 6" FLAT CONCRETE SLAB SEWER FOUNDATION IN GRANULAR SOILS T 4000 PSI ® 28 DAYS /-TOP OF TRENCH ALL TRENCH DEPTHS BUILDING CONNECTION 6 10.29.09 SCDHS AUG 09 COMMENTS MG W/6X6-W6.6XW10.1O WWM. 18" MIN. ST4 BROOM FINISH s�nMMo MR 5 7.10.09 SCDHS 1/76/09 COMMENTS MG 4 CONCRETE PAD DETAIL FOR SEPTIC TANKS TA ERMAE B_CULIMATpeq. 4 3104109 SCDHS OWR 2J27109 COMMENTS MG -'A' O.D. 'A' WND COMPACTED NOT TO SCALE NxERNATE •A•-ctacs n OR OI Lo. A' wx 3 3104109 SCDHS OWM 2127109 COMMENTS MG EDGE OF TRENCH " MI MATERML COMPACTED IN MAX 6- 4'/ ro Ds'. t2- 2 11118108 REVISED PER SCDHS COMMENTS MG UnDI$TO 9S i OFMIIY 9Y n1E 42Y ro 84•F t5' 1 D'-D" 10'-0" MD ,wo STAHp4ip PROCEOR IFST (A.VSl1.a. S•T2 GMNMIAR MlGmnm T-YY) s6•0 TO 144•# 24- 1 - ISSUED TO SCDHS MG �s1 O. CLAss T MPACTED REV DATE DESCRIPTION BY TWO (2) 8" DIA. PVC • 04 HAND COMPACTED SDR35 CROSSOVER NOTE: xOMINLL S tpm x t2- PIPES (TYP) ME wuREM PAvxs cu NOTE: ALL DRAWINGS NOT HORIZONTAL SEPARATION BETWEEN SEWER IT IS A VIOLATION OF THE LAW FOR ANY PERSON, TDCOS" 04 CROCKED' I PVLED PERPENOICDIAR TO TO SCALE AND WATER LINES MUST BE 10' MINIMUM UNLESS ACTING UNDER THE DIRECTION OF A SEPTIC DANK DETAILS: 'T'�TRENGI°WIbfH --�-� FDF ILONG BK MEMEDI AHD caxnxuous / E LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY 1.(5) SEPTIC TANKS SHALL BE CONSTRUCTED ON A COMMON SEWER FOUNDATION IN ORGANIC SOILS DEPARTN=OF FUBLIC WORKS WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM CAST IN PLACE 4000 PSI REINFORCED 6" THICK CONCRETE SUFFOLK COUNTY,NEW YORK BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS REINFORCED SLAB. SEWER FOUNDATIONS ALTERED, THE ALTERING ARCHITECT/ENGINEER CONCRETE 2.EACH COMPARTMENT SHALL BE CONSTRUCTED OF SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND SLAB REINFORCED PRECAST CONCRETE SOLID RINGS, SOLID DOMES THE NOTATION "ALTERED BY" FOLLOWED BY OR TOP SLABS. 3.COVERS MUST BE PLACED OVER INLET AND OUTLET FOR 5 TRENCHING DETAILS 191 ALTERATION, AND A SPECIFIC DESCRIPTION OF THE WATER/SEWER CROSSING DETAILS HIS/HER SIGNATURE AND THE DATE OF SUCH 2 FIVE (5) UNIT SEPTIC TANK TOP SLABS OR IN CENTER FOR DOME TOPS. N.T.SALTERATION ON THE DRAWING. N.T.S N.T.S 1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE "THE PLANS AND SPECIFICATIONS HEREIN ARE EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH OF INTENDED FOR THE SUBJECT PROJECT ONLY AS A HEIGHT 3' INTO THIS STRATUM. THE EXCAVATION IS TO BE RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN ABOVE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE THE OWNER AND JAMES, LASALA & ASSOCIATES, SANITARY STRUCTURE SCHEDULE ELEVATION OF THE PROPOSED BOTTOM OF THE LEACHING ' LP. THESE PLANS AND SPECIFICATIONS WILL BE 0 0 STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH GROUNDWATER POOL. ALL BACKFILL MUST BE CLEAN ACCEPTABLE 10' DIA THE SUBJECT OF A COPYRIGHT PETITION AND MAY LP GT1 111.50 7.50 7.00 2.00 - - MATERIAL PLACED UNDER THE SUPERVISION OF THE NOT BE REVISED OR REUSED BY ANYONE WITHOUT GT2ENGINEER. 21. 68,1 THE WRITTEN AUTHORITY OF JAMES, CABALA & O 0 10 DIA. 7. 8 1 .4 17.39 17.39 - - 2. CONCRETE: 4000PS1 4 DAYS, WWF A82 & A185 ASSOCIATES, LLP." LP 19.30 16.59 XOVRST3,ST2 9.59 - - 3E BAR: ASTM S SDE O DRAIN PIPE TOBE AS CALLED FOR ON THE PLANS. 24" DIA. CAST IRON COVER ST2 19.30 XOVR ST4 - - PROVIDE 2' MIN. COVER OVER PIPE. FLOCKHART #68318 10' DIA 10' DIA. - - - TYPE 6840 OR EQUALSTA JAMES, CABALA & O LP Lp 19.30 XOVR STS 4. PROVIDE SOLID RINGS AS REQUIRED TO BRING THE 19.30 - 16.09 9.59 - - FRAMES AND COVERS TO GRADE. ASSOCIATES, LLP 10' DIA. - 16.09 - - GRADE 11 OVAL DRIVE 10' DIA. LP LP DR1 18.50 16.03 15.93 15.93 - - SUITE 129 Ell Pi 18.40 15.55 15.30 7.30 .8.00 4.14 8" REINFORCED CONC. ISLANDIA, NY 11749 10 DIA. 10" DIA 18.25 15.20 14.95 6.95 $.00 3.79 TOP SLAB (PRECAST) V-0" MIN. TELEPHONE: 631.592.2fi60 JOB # 08AE-00146 IPI 18.10 14.76 - 6.76 �8.Oo 3.60 2'-0" MAX. FACSIMILE: 631.232.1536 JOB # 08AE-OD014 10' DIA. 0 LP 0 18.40 14.87 _ 6.87 8.00 3.77 ADJUST WITH PRECAST CONCRETE COLLAR 18.25 14.87 6.87 8.00 3.71 EHASZ GIACALONE VALVE AT I 18,10 - 6.78 8.00 3.62 N<� LP EACH J UP' DIA. 18.50 15.20 14.95 6.95 O 3.79 ARCHITECTS, P.C. L35 18.50 14.87 - 6.87 8.00 3.71 0 7.py REINFORCED 1 431 CONKLIN STREET 0 t DIA. LP6 14.76 - 6.76 8.00 3.60 ,MIN.-mss PRECAST ;.T DLP _ FARMINGDALE, NEW YORK 11735 LP7 19.00 14.78 6.78 18.00 3.62 CONCRETE NL5 DBI 0 70LIDS 18.90 14.87 - 6.87 18.00 3.71 1 SOLID RING TEL:(516)420-8383 FAX:(516)420-0195 ' DIA. DLP4 15.20 14.95 1PROJECT 0 LP LP9 18.80 14.87 - 6.96 18.00 3.80 0 LP10 18.90 14.78 - 6.78 8.00 3.62 I K SANTORINI BEACH 010' DIA. 10 DIA. 74.76 - 6.76 6.00 3.60 1 2 w RESORT t0' DIA. D DLP 18.60 14.87 - 6.96 18.00 3.80 CLEAN SAND & I - p LP 18.50 1 15.20 14.95 6.95 8.00 3.79 GRAVEL COLLAR 7o ❑ 3800 DUCK POND ROAD 18.75 14.87 - 6.87 8.00 3.71 E-1 o CLJTCH0(aUE,NEW YORK 11935 0 IP14 118.50 14.77 6.77 8.00 3.61 18.15 1 14.78 - 1 6.78 8.00 3.62 0 0 0 0 0 18.25 14.87 - 6.87 8-00 3.71 ❑ REIPIFORCED z DRAWING 10' DIA. PRECAST �� 4�lITA�`r D � T41L `� LP ❑ = LEACHING RING o LP 1 CONCRETE 10' DIA. 70' DIA. 0 10' DIA. LP D81=DISTRIBUTION BOX I ❑ T� f� D iv LP=LEACHING POOL SEE SOIL BORING B-4 EL DWG C-06. THE DEPTH TO GROUNDWATER @ B-4. IS 16.3 FT. LP THE GROUND SURFACE ELEVATION ® B-4 IS 19.15 FT. L 11'-4" 10' DIA DLP=DISTRIBUTION LEACHING POOL THE HIGHEST EXPECTED GROUNDWATER ELEVATION IS ESTIMATED BY REFERENCING rt 3 -O MIN. , 4` DATE 1/25/08 DRAWN BY = 10' DIA. LP MAINTAIN EQUAL DISTRIBUTION OF POOLS IN EACH CLUSTER_ MONITORING WELL No. 532390.1 WHERE THE HIGHEST/MOST RECENT GROUNDWATER = 7.5/6.56 = 1.11. GROUND WATER SCALE CHECKED BY LP MAINTAIN 8' BETWEEN ALL LEACHING STRUCTURES. HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 = 3.16 _ _ _ _ _ __ _ _ _ _ _ ��_ _ ,4S-NOTED H5. 21 SANITARY LEACHING POOLS ARE REQUIRED. PROJEC;BAE 00014 SHEET 9 OF 9 SEE SANITARY CALCULATIONS ON THE DETAIL SHEETS. 3 TYPICAL MULTIPLE 16-21 POOL SANITARY LEACHING POOL ARRANGEMENT /006SANITARY STRUCTURE SCHEDULE 10 STORMWATER LEACHING POOL DETAIL 1auFtts/P,ia DRAWING NO. iw�/J 6Y rE It N.T.S N.T.S NOT TO SCALE ,aN 2 Zoo 3 . , m 2 yjf Np• C3�ao41- ' �_ GF NTW � SAN-08 � SITE PLAN APPLICATION FOR SANTORINI B ACH RESORT 3800 DUCK POND ROAD IFTM Tl (JI•TERS`vJl,(tTPI11E3IlJILio Ili cJmtl�ltOid`�UF TFIG 911E i'LlN SF.Ti^?l'TYIN?ID'RF.SULII^�!•"'/F N'1'RU`U[D:ii"LU f tF nCCP.PSFD.(+tE C0RI9I'IWNS O!J ltti,".ULllTiOb}7 CUTCHOGU T;[LE' PATE 8 'fOWAf OE 31]0"fV1CISa'L;.NC'11NGEUhP.D q 10 � - et�sJn�i+.r.1;,,01: rea urJ 5 TO OF SOUTHIOLD)VN IL�'�V\ rri,r 4 a ,lit 1 dti-c °" ih la 3 1.12.09 TOWN REVISIONS MG 14' ed.'-c.Net }5� 2 11.11.04 TOWN SUBMITTAL MG a1 L 1 8.18.08TO LEGAL & ENV. REVIEW MG GGtiC 6SP' -` •'' REV DATE DESCRIPTION BY JAMES, LASALA & SUFFOLK COUNTY NEW YORK ASSOCIATES, LLP 11 OVAL DRIVE _ SUITE 129 -- ISLANDIA, NY 11749 1a6�4' ` dl' E.G� Y� FACSIMIELEPHOLEE 631-232.1536: 631.592.2660 JOB 08AE-00146 TO'„, ,,I Ips 5)r�IJ;1301-D EHASZ GIACALONE -DATE q o ARCHITECTS, P.C. y 1 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 DRAWING LIST • THESE PLANS ARE AN INSTRUMENT OF SERVICE Tj AND ARE THE PROPERTY C-QO COVER SHEET F THE ARCHITECT o°Oo °oo❑ on (SHEET 1 OF 10) INFRINGEMENTS WILL BE NAME & ADDRESS OF OWNER/APPLICANT: C-01 EXISTING CONDITIONS & DEMOLITION SITE PLAN (SHEET 2 OF 10) PROSECUTED JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY PROJECT C-02 ALIGNMENT & SCHEDULING SITE PLAN (SHEET 3 OF 10) SANTORINI BEACH 158-11 HARRY VAN ARSDALE AVENUE C-03 PROPOSED GRADING SITE PLAN (SHEET 4 OF 10) RESORT FLUSHING, NY 11365 C-04 PROPOSED UTILITY SITE PLAN (SHEET 5 OF 10) 3800 DUCK POND ROAD C-05 WEST MOTEL & RESTUARANT PROPOSED SANITARY& STORMWATER DRAINAGE PLAN (SHEET 6 OF 10) CUTCHOGUE, NEW YORK 1193 5 C-06 EAST MOTEL, TRAINING CENTER AND CABANA SANITARY & STORMWATER DRAINAGE PLAN (SHEET 7 OF 10) DRAWING C-07 SITE DETAILS & NOTES (SHEET 8 OF 10) C-08 EROSION & SEDIMENT CONTROL PLAN & DETAILS (SHEET 9 OF 10) o T C-09 SITE LIGHTING PLAN (SHEET 10 OF 10) DATE B/18/08 DRAWN BY �.-m++•"" MG _ SCALE As-NOTED CHECKED BY He _ 1 „ PROJECT SHEET 1 OF 9 0 ORAE-00146 a 1, 2910 � ' ' .,..,• DRAWING NO. C- 00 fj h'0 A 9�• / ��� NEW {� OF — — — — — — — — — r — — — — — — — — — — — — — — — — — r — — — — — — — — — — B-1A 11-2A I I B-3/MW-1 B-4A IEL9w'=1 Gaourvv svrzrncE IELZGLIxI GaounGA suRFncEI I B oA�MWI I a6„5 B-6 SON,SILT, IEL 35 p3'i) D IIPFACE (El Nptl= GROHN9 911RFACE DARN NER LINE IEL 10)5'11 G WIL'ACC ELVS.Iq OpWNG SURFACE 6AND I PNiP SIL[ ` IW)I\ PGeN III I GRGWICLO/M I II WIOL 1 SrR GpAVRPGOTs gOGR 1 1 19— ,G / aaAv Ixs E I +Y6s z 65 GL 1161 DRo Nl inun /1/ \J �N ucMeaT Tx�Psxry LIl E MiµslLTnrvp SAND I➢AM. Vv / / -/ I I ) I psDE51 9RGME 611 T. I I GOR SP PO SAND 6 3 I 6ANp LOASILT ry GM Lµo IN GPnVEL _ 1Oq 111-G6 A LINE OF .APP T 0 / P S,LR 9 iP GR.' M lx rv9ANp. AND.SGME 91Li -aRE� Y RSII H6E5 _ ISP PL51 pµlli GMK GPMELIY6ANp, HIGH wAATER \ �/ /ID / _./ A, / E.Rl"'YE.GI RGa.,KLSIL, I oHG6eL�,91LT ,AG 5 ' / �� I 10 T ISP116 I ( I I 16MIw51 FINE POGIs (OL 11fi6, AV9 RGMVE4 iHl 611 FINEONG, ' GGHr6PN GRAVELLY SANE, DARK HER SAND, 9RNLGHT 6PN H9Pe IOC'v PD p MIDNN FINE DANE • W DO, 9LT I GpAVEL SILT GPAKLSILp ICU I L �5 P GPAVEL GN IL61 ES WIL SANO9P 6DVEL, ID P'(SPIIaS) L 6 EUY (SP)ll LG P RAN EPNE ill VELLY GMVELLY WNO a IPGMVO 9Lr P v I I �O N ,.AN s ME 61L; FRIO5RN-iAN GP 1666 LIGIMTPPN-TNJ GRA PGPAVEL x THIN 6ILTYFlN6 �x(9P11p 661K Dm DAN.TK ANIePIRe61 Np LENSAN A G AT XSPB15551 LIGOTIRTI. AN SPAVEL SILT • IIS ERAVSL SAND I I ary I I/ l I I j•{� 9/P O� I ID IP156 RN AIEHGi BPN I ON)IG, �N(sPlleis)vR • IGP116TI ANpi TR 11111 \ ND'SOR OIL TR RAVEl , elYRP11S e6 I 65 I SPI IS 66) snrvlsPllse6l KLAT GVVT ENN- IN EPry EA.O, S 15 BRI LIES ITERNTR SET N / t6l .wePN µE Tt KIT ILT (SPI(I651 iANGLNGISum nV snub,6 GpnvE4 I DSAN. Y IFO�1 I IP �/SO / �T'9��} I SANND,ORYGRAND. . TTRGEAJFL I (?Pllwb) (pP)te 36) TI6PI(eacL C Ispue« tspue 6H f0' 2 OA 1 Y �• A • Eq I BPR 91NJD, • 3D I q P SILT-, �M1`pp\33\ 6ip IEPIIea51 P IOF SOUND I I SB DPINp6x'm SO so' FRO eOPINGmm �x EOalrvGxxn' n9F91FIGATION • �iN 5 sF91FICAiION • 4� END OF BORINGRL' • 6ENE OF BORING 3x'-p"• OF BGENE / �\ �I ) LIN ELA9sIFICATION[ SE CLn961 FICATION • yµ 6 p ���/ � V V � 52-- ON GN ON • �N E LLDn D61FICniIDN A \ \, EXISTING.' / / TF�z�z v A A SANITARY % J lvn1m r 1" v - A ,, L A\ \ \ \ v � SOIL MECHANICS � � SOIL MECHANICS � � SOIL MECHANICS DRILLING CORPORATION DRILLING CORPORATION DRILLING CORPORATION VENT O �,)/ �_ \ A I -1.11SAD SSIFEEp,11 NEWYOPK 15INSO 1'. I I 3770MERRIER ROAD-SFNORD,L n'llIRE IN61 All 1113 I I R.11OnO SEAFORD NSArDax 16,.1x211111 ��-- COASTAL ERO51ON ' sussuprncnmvesrlrnrlGN suosuRFnce lHvcs IGmIOry a s1 1F1c",MI.01ON HA—ARD\LINE AOSD1 11 R 6 fA N OPD Cpl A l ADR ACVCHOGOE NEWYORK I I NfCHOGOL NEWYORK EC I I CVTCHOGVEANEv YORK p09RYGG .0 qrl v D L� .. MAVfi ROPII ° u pp521 'l exi A- axv nu nwmeo vnwxp D6Gx16.E r I N _EXISTING MAYS E6 _ REFUSE' RECEPTACLE 14 AT LAUNDRY BRDOM \ '� — J TO I�E M I A N - _ L_ — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — � , \ q _TEST � � �' _ I V A v EXISTING '— { - L I HOLE B-13 / RESfAxURANT T b 1 �V �T A �� —50 BUILDING v, 1 v JE b CHAIN LINF`. � � � Full / 'D12 r DEMO 0 NST, LL " �\ �\ Tm� A TET \ _ / oA*�FiC"�f AMP iA;`, -9- � � /� � \ � � V �, A a0�1 SE & GS v TESTS \ B-1A �gp� � 7" .\ "' / EXISTING WELL NOTES: HOLE EXISTING p \ _ g u /.� WELL W-1: �� 1-6 •tea No. 5120279 EXISTI 6 STORM \ 1 \ �� 50� INSTALLED BY KREIGER WELL & PUMP i DRAI N' TO REMAIN ;, b TEST / I�,, �/ h ? �EXIIN6 WELL W- I �A �ae� v� CORP. COMPLETED AUGUST, 2002. HOLE SC-AWALL \ XISTINOG/""°,N \ 3 2A � ;��LST aa� V `. � ASE T A1' _ \ \ 1\ . 1 \ ^ ` \ WELL W-2 pv`��- ( / iP. l EMO � '. HOLE —4a -/ bEMO F 1 \\ T BE REX�EDj �T I� �� h'' \ \\ & REA�OVE 8 - 3 \� \ \ Noy. 568840 AIRS w 1 V 6 B-3A 42� \ r �� \ \ INSTALLED BY KREIGER WELL & PUMP " DEG \ T� � � 10 w•." EXISTING I\-V �/� M�--da V A h \\ ` 1 I \ �� ��ao� \ \ `\ CORP. COMPLETED JUNE, 1976. •v pp� Ox A ^ TES,(' i A in A_E �1NG HOLETIIEMOXDA._HCI RAMII, ` .��T ` �v ' D $TQ,IRS B-2 r I �� V �)aT A 'ATO) ( EE ARC WVGS v �V /�� \ F REAYOVFp� / / \\ '., \ ,� ) \� c \ Y \ METE5 AND SOUNDS WETLANDS AND PHYSICAL STRUCTURE5 XISTING �. ��yj FP .y� �� SANITARY S 1 `'' T� ,)"\ 0� /;' A ��_ A / TI v A A DEMO FOR EXITING A o� ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G. �``/ <'� ` ` T TO� \ \ �S EHLERS LAND SURVEYOR DATED 4/5/00 'POOL-TO NEW STIRS z�gL`'0 `'.� EXi`5T NG IDS BE EM�VED TYP A V A So'P E REMOVED (TYP) 2 V AA v'b / ( ) A w;� % \ +` PL Y GOUR7 R` / o� TOTAL AREA of PARCEL = 16 sa ACRES (SEE SCHEDULE \ L EST I i OIL \ `a, �. TEST 9 THIS DWG-) AQ 1 ) �" i ,� � , ( \ I 1 ' v'.\�� T r � v B 5 ��� 0 4A �) � �\ �1, S���o ELEVATIONS REFERENCE U S.Cy S. LE B-1 ' / � `71 I o"'[/,S, SITUATE' TEST �� q i7 \ \ -�.�- A % ��/ �� a \ �pV J K � \ ,i j /' u� A KSaco DUCK FOND ROAD % A �crQ �n v� C 'f�} TOINNCILTCHOrvUE S i P 0�6 / EXISTINC�� o �" E3C����. 5ALL SUFFOLK oouNHOL�Y -- P \ C,c� / 5 \ NCO ry ♦ vV AA ,/ 'o V A \ S G T M. SECTION, LOT $ BLOCK 1 ? \ �/ G0�712T � � I � � � \ � �v r— � l000-g3—z—I 4�s�'9'�"�R��'� W�F'� B�' l S 000-es �� EEiISTN� OJT bUR V \ F '.� �� aoo-as z 11.2 PLANNiIVG BOARD EXIS71NG '`T�—P�' ' �- ' g�N Pp,�L v V v T A �F �� LOCATION OF 5U55URFACE FAULITIES IS APPROXIMATE AND FIRE HYORANT� i' QfILEQ - S /, L rv `V o \ v \ V /T, A `Si�NG SHOULD BE TAKEN AS SUCH CONTRACTOR SHALL FIELD TOWN OF 50UTHOLD VERITY THE LOOATIONS OF EXI5TING UTILITIES AS REQUIRED BY THE woRK DATE NOTE: Uv 'NI > r i SAWCUT ASPHALT \ \ \ \ \ s• i �s BANS I \\ \ \ TAX LOT #-83-2-1 , 2 AND 17.2 HAVE \\ \, \ BEEN MERGED AND AND A NEW TAX MAP FOR WATER \ OVEDEMO UTILITIES V jjI A SERVICE WORK. i I EC TO DEMO \ ` NUMBER ASSIGNED BY SUFFOLK COUNTY TOWN ROAD 1 r� �\ \� I, v A ` v REAL PROPERTY (//17.3) REPLACES THE 9 & REMOVE y Fv %i v !' 1000 GALLON PRECAST OPENING PERMITS EXISTING 'L T v ' EXISTING INELL� V �9 FORMER 83-2-1, 2 AND 17.2 TAX MAP ��,^< V , �� SEPTIC TANK TO R�MAIN '\ �W_2 •, `v JJJ"' �' , NUMBERS. 8 REQUIRED. ` i i - ' OVERELECTRIC �\\ -� 17„1 -�18A c��p 7 4 4 y 18 vv 6 ExISTING� XISTIN� POOL / Coll azo LEGEND 5 4j SEPTIC TANK EQ F- -IENT \ �F, 4 R� ISI 'TOILETS /TEST F8 F� TEST SOIL BORING LOCATION / a SOLE B-a �o so y HOLE B-2 0 3 1.12.09 TOWN REVISIONS MG / I I PREP ASPHAL TO /(z) 8'0X8' DEEP PRECAS'X I \ \ I \ i / \ ✓w, /0 2 1.11.0 TOWN SUBMITTAL MG j/ \ I / RELIEVE 1.5 OVERLAY LEACHING POOLS TO RI AIN ' I / ti EXISTING SANITARY POOL EXISTING , '''\ I/ I / I \ DI II WITH PIPING & VENT 1 8.18.08 TO LEGAL & ENV. REVIEW MG 8"0 WATER— ' \� \ � 1 1 / REV DATE DESCRIPTION BY MAIN (SCWA) V ✓ EXISTINrp TREE \ JAMES, LASALA & EXISTING STRUCTURE /' ASSOCIATES, LLP \ EXISTING DEMO & REMOVE EXISTING 11 OVAL DRIVE " OVERHEAD ELECTRIC \ CONTOUR LINES SUITE I129 A, 1 tiC 1 \ ISLANDIA, NY 11749 (TYP) TELEPHONE: 631.592.2660 26 "� V A V A. Azg T� / A / uj FACSIMILE: 631.232.1636 JOB 08AE-00146 \ _ _ EHASZ GIACALONE EXISTING �% � ��3p \ __�� �_ —� � �; �'��� TT � � \ OVERHEAD _� V� ate_ v T T �, / I/ ELECTRIC (LIRA) / �.) �'H�� �� / A _ \ PROPERTY LINE � ��" ��, i F, / �� \. �\ = l� ARCHf TECTS, P.C. q �� � N��V� v� / V V 431 CONKLIN STREET D\ FARMINGDALE, NEWYORK 11735 420-0 / tiry 8 \ TEL:(516)420-6383 FAX:(516 420-0195 � a �/ / / �40� VA� VAA Tv, A \ g / \ \ THESE PLANS ARE AN \�\ \\\ / INSTRUMENT OF SERVICE z AND ARE THE PROPERTY ■DODO DODO ❑o❑ DODO ❑ OF THE ARCHITECT 000 DODO DODO �V \ INFRINGEMENTS WILL BE �a \� V�A VAA o PROPERTY LINE — PROSECUTED — \ \\ \ a \ \. \ \ \ PROJECT A soy SANTORINII BEACH 39 se—_ A As8 _ / mss 3800 DUCK POND ROAD % qg� / `� �_ _� __ �� �3 �3 �\ 1 N x CUTCHOGUE, NEW YORK 11935 38 rv/ DRAWING %/ / /54V�'2� 98 ��/� 01_ T CJN T T=LAN E 5 --se �� DRAWN BY R LAND NOW OR FORMERLY OF e DATE B/B/08 MG 5 LAND NOW OR FORMERLY OP PROPERTI' LINE TIMOTHY T STEELE 8 JC-ANE P. STEELE { . - , ri o ' c / NICHOLAS ALLIANO / / // /' 1 SCALE AS-NOTED CHECKED BY H5 ati o' v� SANITARY STRUCTURE REMOVAL SCHEDULE: NOTE• , v \ N" ' / POOL No.: 1.ALL EXISTING SANITARY SYSTEMS WERE SAMPLED/TESTED JUNE 2008 '` _ _ A \I A' 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16, IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REOUIREMENTS. S1 5. i ', -( �, \;'- - !i", PROJECT ORAE-00146 SHEET 2 O 9 19,20,21. 2.EXISTING SANITARY LEACHING POOL STRUCTURES ARE TO BE COMPLETELY I' — ` ' 1 r' IS REMOVED UPON HEALTH DEPARTMENT AUTHORIZATION EXCEPT FOR THE - L 5010 A DRAWING NO. _A EXISTING CABANA SYSTEM WHICH IS TO REMAIN IN USE. Ib EXISTING CONDITIONS SITE PLAN1's. E, � 01 ... F,_ 1 "=40' 9lF OF c�,.�'f //� MCOOM' l.O MCDDALILU -- MCOONAI,p E..mw.=o.mmq e.�I m� ed.oro.a.unne,Gg CIIIII"IPiIIZ,.=xm, ml000..amnee. n.e... I�,IIa•.aon GPQSC�rvCG' lElIHOLE O.T.!HEFT 1EpTN OLE 01Td IIHEET ..I..4 ...HEET D1 / N.m. ,1I. ,,, w,--.r ,r,,e.H N•m= a,p ILI t II p, LINE OF AF.—a' RGNT 0 / / s.".va,. s n�ca'i "°m= �•vp, s—w, HIG—H WATCR ry / \\ Lox"le„ 11 ItIl �l, 1-11i EX Mop hill I WIO lI I ) , Tpv M•p Nul T=x M.p Num�Ox, aml=xm=xnp�tloe .0 n1,,i jf4en E,xlmomonpnxn wo,em oocnrnxu vn ,a�l os 0 ------ , <�N� -- - --- p.r NEW 4' H CHAIN ` S`Sd wo _ n mL,x ,,, Lt- ,u ev QINK FENCE om,lee. ,xN,x.. „x.. .p Is O T9 C / _/ �P\�'� I: w'R ��I, comm.m., xLe. „xxaxxl.ox�s ,o., n,,,,,. .p�E,.., i cammxxH II„L.,x •I,aalmL�x.a .., I,e,e,. .,,,L.,e. cemmexl. v,L,, mix„I,I Axa,! ,.. hx,,,, i DEAC'IH1�.(3�' LOT OCCUPANCY; PRE-CONSTRUCTION (_ ) POST—CONSTRUCTION (%) IMPERVIOUS SURFACES 7.11 10.02 .., O n m R1 SEMI-PERVIOUS GRAVEL hh 1C SURFACES 0.70 0.70 dLfii7 ;r s LAWN/LANDSCAPING 34.77 33.53 _ r x rt t HA=aPD LINE - WOODED 58 1 'I 55.76 - „pU - ti o. I NOTE. EXISTING ' C^ REFUSE- RECEPTACLE `.I ,ElT"OLEOIT/.!"FET SITE 1 AT LAUNDRY ROOM , wm' 3800 DUCK POND ROAD - \ TO 1�EMIAN � AREA DISCH SCHEDULE: FLOOR Ellrvew Soutimlu O \: 1.WEST MOTEL: 8,030 SF 2.EAST MOTEL: 8,285 - - APA HANDICAP \\ T - ss ` 0,9 3.RESTAURANT: 3,154 SF P,om= �==,p lcn G, — _ RAMP ' v � \ 5.TRAINING CENTER: 18,000 SF Pecona -1- c, +AIN .=_"INK O; r za ��\ \ e ,p roc .,-�� v. yvw ��`( I'' OIt ( RISERS `o:.�7S 4'x5' MIN. ;. L, ,a a,d_ _.I, - P r +j,. s DOWNS _ , A, � 7> ' � ADA EXTERIOR � � � I ,I _L '-"c�'' i q vV,/ AREA FOR i" `� - - ,rlm:a% ^✓ 6 O/ /y \\ II 1\ 4 RISERS! q/ r\ ASSISTED RESCUE ✓ � - '=i= s ^„ a,c ° °°ni° ••^, \ o / 6„ LU) WELL ES: DOWN EXISTING WELL NOT - - E.a { Sp Cutchogue �� " 3 RISERS / DOWN �8'• O�� No. 5120279 - c . - N D/ .a .r vo a noel. ul,e ,o —EXI TING W LLW-I , CORP. COMPLETED AUGUST, 2002. ��,, INSTALLED BY KREIGER WELL & PUMP F rvEwwaol�L��M1 ® �A CONDENSER UNITS V _ "'T=,F - / ON CONCRETE �mm.x" ” xx o�.L,xx x E., x,xw e,-ne.' h7atntuek;l r W rs R Ik PAD x,exn.- aL;m-x n - n m WELL W-2 _ dr �� '1xI \ .� ,���'� '� .i�/ �� ,�0. I" p _ INSTALLED D4 BY KREIGER WELL & PUMP n _ ,xxlew . -,�..p so,R, �olur v. ® . i \ , VA TvV = V O/ A CORP. COMPLETED JUNE, 1976. qo� k �� � V O. � Fi �r,. RETAINING �AFLFLNCE & GATE uN,l laurel � . -„�\ ,T`� i \.,�. =''� ,✓6, �ql qit- N LIPA SPEC LOCATION MAP TRANSFORMER PAD ADA AND & PAD �9 N.T.S. 9 ' o., rQ \\ \\'�� m° ,\ �h S`p / o)�/ EXTENSION \\ y �� \ � �� �i� rl� METE5 AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES _�.< RAMP .,-, \ vvL 3Y. ��� � , VOi + ,�� j('\ x , '� COjJCR 24'-10ARE SCALED DIMENSIONALY FROM SUR',/EY BY JOHN G vA b ,� y TV tr,Ps -F` A, SIDEWAL Ns op EHLERS LAND 5URVEYOR DATED 4/5/OO C7 y NI STAIRS & 5' \V v / �,P�,� \o: �: Q� v CO - RETAINING WALL \ i9 'P TOTAL AREA OF PARCEL = 16 59 AGRE5 ftE CONCRETE ! �'L'c \ v<.. - �?�✓ �'� PSQ P \P �� L '� �C,p '-0"' i.i W/ FENCE P _ ,4 WALKWAY \��`v - i' \ O0� v \/6 FTS 1 �T- ELEVATIONS REFERENCE U.5.6 5. NFO GAP - s `I \�� cG t l 1 1.000 GALLON ��� so�ow i \ O.1 O Q' ` ' -- - RB h \ pSp SITUATE �. O. -- AG PROPANE TANK y �_ _ \ 5500 DUCK POND ROAD _ __� 8'_O- ' �, 31,_0., o,T} CUTGHOGUE _ \ 0 , TOWN OF SOUTHOLD �\ \ e�-IGOE.aN - �� � � 8 -D" EMERGENCY \� QP' \ ,\ N \\ r} SUFFOLK COUNTY, NY i � STANDBY S.G.T.M. SECTION, LOT d BLOCK - E NQpR��_ f' 129,-1,.\ R� P / 1% � , m m GENERATOR '`' 1000-83-2-I E.xISTfN c�UL� '� $ oon-es-_-a l� RT 000-es-2-n 2 `'e NIMMIN6) FOO `� '�'\ LOCATION OF 5LDSURFACE FAULTIE5 IS APPROXIMATE AND -- -�`�' DE TAKEN A5 5UCH. CONTRACTOR SHALL FIELD M.U.T.C. STOP SIGN, - u! \ VERIFY THE LOCATIONS OF EXISTING UTILITIES AS REO'JIRED —�\ 41 WHITE STOP BAR & /C C7 UBLE ELLOW LINE S \ \��� REFUSE ��d \ �r9\\ BY THE WORK. PA EMEN MARKINGS ��, m 4" WIDE BLU �'/.� ��� PAVEMENT MARKINGS RECEPTACLE \ �� \ FOR 2 ANDICAPWPARKING -WITH \ NOTE: ENCLOSURE \ TAX LOT #83-2-1 , 2 AND 17.2 HAVE T/E!I UTILITIES®� ;;',(I EXISTING r A5ANA TALES '\_, BEEN MERGED AND AND A NEW TAX MAP NUMBER ASSIGNED BY SUFFOLK COUNTY �\ DIRECTIONAL ARROW G WREAL PROPERTY (#17.3) THE REPLACES 9 ' `• / / —EXISTINELL FORMER 83-2-1, 2 AND 17.2 TAX MAP WHITE PAVEMENT MARKINGS ------------------------- -- _� W-2 NUMBERS- 8 �cy9,_0 1� �— CXISTINC� FOOL / 6/ 9 9 6 rv9j EQUIPMENT / ` oo coo 5 `200M/TOILETS � �-/ � $� F 4 \ 44`-9„ 1 AA''Z eo �9r 3 1.12.09 TOWN REVISIONS MG 2 11,11.0 TOWN SUBMITTAL MG -� 4" WIDE WHITE /" 1 8.18.08 TO LEGAL & ENV. REVIEWI MG PAVEMENT MARKINGS V FOR STANDARD \ / REV DATE DESCRIPTION BY PARKING STALLS (TYP). JAMES, LASALA & d�IPRO�, ID SSV' ASSOCIATES, LLP LOT OCCUPANCY: / 11 OVAL DRIVE \ C PRE-CONSTRUCTION: PLANNING BOARD SUITE 129 / 7 11% IMPERVIOUS PAVEMENT & ROOF ISLANDIA, NY 11749 0.7% SEMI-PERVIOUS GRAVEL TOWN OF SOUTHOLD TELEPHONE: 631.592,2660 58.11% FORESTED FACSIMILE: 631.232.1536 JOB # 08AE-00146 34.77 OPEN SPACE TURF & LANDSCAPING v`� DATE Q J )� POST CONSTRUCTION: EHASZ GIACALONE 10702% IMPERVIOUS PAVEMENT & ROOF 0.7% SEMI-PERVOIUS GRAVEL ARCHffECTS, P.C. Ire EXISTING TREE LINE V / 55 76% FORESTED — - l. " (TYP) / 33.53% OPEN SPACE TURF & LANDSCAPING \ 431 CONKLIN STREET 9 FARMINGDALE, NEW YORK 11735 } TEL:(516)420-8383 FAX:(516)420-0195 3 ma / /'/ \ THESE PLANS ARE AN U ' INSTRUMENT OF SERVICE r ��\2D / / f\\ AND ARE THE PROPERTY 0000 000 fl/ / OF THE ARCHITECT o°o°o °oo Q o INFRINGEMENTS WILL BE PROSECUTED � PROPERTY LINE PROJECT SANTORINI BEACH j% RESORT 3800 DUCK POND ROAD CUTCHOOUE, NEW YORK 11935 / �Ss9�0/Fo DRAWING »` LICSNMENT I$ SCHEDULING 589'53'40"W 1293 92' -T` LAND NOW OR FORMERLY OF PROPER'IFY LING- LAND NOW OR FORMERLY OF Z\\/ NICHOLAS ALLIANO TIMOTHY T STEELE 4 JEANE F STEELS _ - DATE e/le/Oe DRAWN BY M6 SCALE A5-NOTED CHECKED BY Be 4d PROJECToeAe-ooI SHEET 3 O 9 \`+ o Ion = I _ „ ` DRAWING NO. I �- ALIGNMENT & SCHEDULING SITE PLANW W C - 02 OF NEVI l/ oJ LINE OF APP�NT HIGH WATER /'x/ / � __ / Nb / / ly ooh' So i �I o II �� F /ry i / III A -28�� 1 �F�„ II �' �T v , S O CT, CF chi BEAc,H/ R��c�'r -! COASTAL L-Ro�10N ��; HA-ARD' LiN'_ — ea NOTE; EXISTING — rrjl- — 1 REFUSE RECEPTACLE 4 h AT LAUNDRY ROOM _ TO FREMIAN A �. v1 ;o - L� /y \ EXISTING \ a � - RE57'�',I)RANT � o Ob IN'LINh `pFFafGCec\ s EXISTING WELL NOTES ��lly WELL 'W-1 : \15EA �AL'L C \ V — No. 5120279 NG ,' j E 'I TIN WE LW 1 8. — - - - —aa� Q, INSTALLED BY KREIGER WELL & PUMP (`) % \ \ - \ / ` WELL 'W-2 �� •� r '� 'C � �\ - ,� \ ` 44 L\ \ \ \ No. 558840 42 INSTALLED BY KREIGER WELL & PUMP 3g�-40— CORP. COMPLETED JUNE, 1976. /— _ _ — � G-9A _ —A — —— — - ,� A SPEC VV A �1�� h, A \ �� 1i c —\ \ TRANSFORMEvR PAD 1 \ V A ao, AA V� o ' \ & PAD .� \ � - \\ \` `'• �,/ °` i� � 8 ?� 1 \ � TENSION` 6RAVEL METES AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES ROADWAY FOR \ \ ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G Q � D D ;�,:. ^�O ' �� ��� Lh0 rod • i E .� •1, DS qs N V A �TRANSFOlM RA A V A � X50 9 A� e ' p. peGBsfi v V i o \ \ 'P EHLERS LANSURVEYOR DATE4/5/00 p NCRETE TOTAL APE OF PARCEL = 16.59 .4GRE5 \ / •v v \ v ? ? V °P I I WALLA 1 1 1 A \ V I w C°S 'p FQNCE °WSJ-p ELEVATIONS RE'ERENGC- U.5.6.5. •`� — y—_ — t l 1 Ute — __ _ I 1 6 I I 1 1 1 I I D,o rc v — 3H00 DUCK POND ROAD i / _ a T d f V A Ib 6. 1 �2� DPT I I I I 1 \ I I II �� O� SITUATE it i dC,�2 1 GR VE I I m I A �` 'yp ° - 's` I c GUTCHoruE �\ i' �� x O, PAD I I A 1 o t- % / A z 50rr.-I FALL '� p� 1�� I I N ED I \ V A :� I \ � TOWN OF SOUTHOLD L� � / �� T ��\ \ • �V A I �' E A OR I I I 'o A V A 1 V T SUFFOLK COUNTY, NY F EL V A V A \ ` r� S G T M SECTION, LOT 8 BLOCK TNK C` 1000-83-2-I FISTIN L T - v �� $p 1000-es 2 � \ 2 > / �NV'�MM1 VG PC> LOCATION OF 5UB5URFAC.E FACILITIES 15 APPROXIMATE AND \ \� I TG1 .00 2 J I \' \ \ \ \ \ \ �. Xk� \• `SO '?�j 5HCIJLD BE TAKEN AS 5JGH GONTRAOTOR SHALL FIELD \ ArVERIFY THE LOCATIONS OF EXISTING UTILITIES AS REOUIRED/ A •� A ,REFUSE A V A \ FiJ _ °�� BY THE WORK // I i • L it - I `� PP CEPTAOLE \ N RE -"ENCLpSURE\ V A A \ \ V A �p NOTE: OVERHE A� UTILITIES \ / - XISTING rABAN/ I \\ '� \ \ \ \ \ \ ` TAX LOT //83-2-1 , 2 AND 17.2 HAVE A �, V A BEEN MERGED AND AND A NEW TAX MAP y I I I \ \ � . NUMBER ASSIGNED BY SUFFOLK COUNTY \ / / I I \ � \ \\ \•>—EXISTING WELL \ \ 11 / \ REAL PROPERTY 17.3 REPLACES THE 9 V A Y W-2 , ` 9 NUMBERS.FORMER 83-2-1, 2 AND 17.2 TAH MAP 7 We �� � 1 �V �� �S� •\ \ VV y 'POo� 8 N 'v \ \ TV tXI�TING F-00L9c 6 V / EOVF� V A V A A V 1 A N v So, 0 0 5 IE ROL)M/TOILETSi 4 3 1.12.09 TOWN REVISIONS MG /g APPIU)VED BY 2 1.11.0q TOWN SUBMITTAL MG >` PLANNING BOARD 1 18.18.081TO LEGAL & ENV. REVIEW MG I 1 1 \ \V TOWN OF SOU'THOLD �XI�TIN� T��� 1 I � A I I /' v V ° REV DATE DESCRIPTION BY LINE-V (TYF') ` 1 V 'I\ \I A \ ,X \ � `'N DATE �v ! I d q Jo JAMES, LASALA & v ASSOCIATES LLP 11 OVAL DRIVE \ SUITE129 ISLANDIA, NY 1 1749_--- ---_— TELEPHONE: 631.592 .2660 FACSIMILE: 631.232.1536 JOB 08AE-00146 t / — � 0 " y , wvvII I II EHASZ GIACALONE o PRoFERTY LINA ARCHffECTS P.C. v // 431 CONKLIN STREET / - / o FARMINGDALE, NEWYORK 11735 �+� \ TEL: 516 420-8383 FAX: 516 420-0195 0 0 �� o -k 6� ; / iv —Sn— THESE PLANS ARE AN p . Q �� / /i � ��ae' _ — �� / �',� INSTRUMENTAND OFOPERTY SERVIC E ❑o❑ ❑aoz ' V A . _ AND ARE THE PROPERTYUrt /°'LC � / // i ; , ,s ii - _a'+— -z6 / \ \ \ \ \ \ \� s�\ / '� OF THE ARCHITECT °❑o °°❑o / — — — _ \ •°s — / ; / INFRINGEMENTS WILL BE , � 3e,� ,�, _ _ , _ , F o _ a 1 '\ �\ - - - - � � �// — PROSECUTED / N e 0 /j / // / / i /i -- \ \vsc� � _ _ — {14 _/ - - - - _ — - - ,\— / / "•� \ \ \\�\ - - - _ ` \ / PROPERTY LINE / � p. — / � '� � � � � � �� � � v V l PROJECT - - - - - - - _ x\ \ \32 � � _ _ I / \ \ -- 1 - _ - - - - - _ _ - - - - SANTORINI BEACH RESORT -3.f — - - 36— — 3800 DUCK POND ROAD Asa-= ' \ I I / � \ — tel / / /' •, / � ' / ' '/ x-54 � - - -- — — 7�-- _ -- — -- Ja �\ CL7TCHOGUE, NEW YORK 11935 DRAWING / 44 \ —so as�_�_-- -_ ___—_—_—_- -_--- -__—___ - - - - 5p- - - - — _ _ - - - - - - - _— _ Tom_ �1 p _54- - - - - - - - - ���. - - _56- - - - - - - - - - - - - - - - _ PROPERTY LINE LAND NOW OR FORMERLY OF - - LAND NOW OR FORMERLY OF TIMOTHY T STEELE & JEANE P STEELC- 1F� DATE DRAWN BY i - NICHOLAS ALLIANO J SCALE = -NOTED CHECKED BY HE - - - - - - \ ` SHEET 40F 9 PROJECT-_ _ 4, 2010 oene-oola DRAWING NO. \ \ \ \ � � �, 58. C • lam"' - PROPOSED GRADING SITE PLAN f w t e. 03ry F OF rv4�/r � ry / �1101;1�t,11111 NOTE1.8"0 S.C.W.A. PUBLIC WATER IS AVAILABLE IN DUCK POND ROAD & A SERVICE TAP WILL BE LINE OF APP2F�F-INTry � - - �ti°� i BROUGHT TO THE SITE. / HIGH WATER �\ j / /// 1/j/ = _ - h° l 2.EXISTING WELL #1 ON THIS PROPERTY 15 TO BE USED FOR IRRIGATION PURPOSES ONLY. EXISTING WELL #2 ON THIS PROPERTY IS TO NOT BE USED FOR ANY POTABLE SERVICES. SANITARY STRUCTURE SCHEDULE (REFERENCING B-4, THE ELEVATION OF HIGHEST EXPECTED GROUNDWATER IS EL 3.2 3.EXISTING SANITARY STRUCTURES ARE TO BE SAMPLED AND TESTED IN ACCORDANCE WITH STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH ) SCDHS REGULATIONS. / / �o9dSMHI _ 4.STORMWATER DESIGN BASED ON 2" RAINFALL. 11 / I 1 �Id �.0 'IT 1 1660 5.SEE DWG. C-05, C-06 FOR ALL SAN 8c STORM CALLOUTS (TYP). p ��' �O 18.75 16.60 X V ST 4 18.30 P 18.75 XOVR ST 3 16.25 10.75 18.75 XOVR ST 4 16.25 18.30 - / / // P I I �� ST518.30 18.30 18.30 18.30 - ry / / / //�//// /'/ / - � � \ �._� I@ oL < �'�,P H 18.30 18.30 18.30 18.30 - - \ ;� IS 1 o c'� g n} DLPi 18.30 15.85 15.75 5.25 10.00 -,o_ /" // / rv_, I I� �� v v v Grp O� 1s-10 _T5_65 - sso 10.00 LGND / _ '2a- 1 I 1 �F 1 "('/ O' �' 18.10 15.65 - 5.60 10.00 "o} 18.40 .65 - 5.90 10.00 _ PROPOSED 12' DIA. orc� LP4 18.40 15.65 5.90 10.00 LP_# 5TORMWATER LEAGHIN6 POOL 18.75 15.85 15.75 6.25 II�I!�� 18.50 15.65 _ 6.00 10.00 / ROOF STORM R OLLEdON � �1 V A � A A \ \ 1 I I I .1 A e �Ji� 6 18.50 15.65 - 6.00 10.00 -sr si-sr- PROPOSED STORMWATER ROOF SYSTEM DR TO PIPING-6" DIA. GPP 0 LP7 18.90 15.65 - 6.4010.00 LEACH, -•P006A, Mfe.,t \ \ \ \ 1 \ \ w f a = _ 18.90 15.65 - 6.40 10.00 PROPOSED SANITARY PIPING- v� \ DLP3 18.75 18.75 --18-75--- K 8 6.25 10.00 4" DIA. PVC, SDR55 55 5- -1r IN _ A 1 A V LP9 - - - 6.00 10.00 6.40 10.00 -FM-FM-FM- PROPOSED SANITARY FORGE MAIN-SDRII LP10 TIN LP11 18.90 18.90 - 6.40 10.00 _ GOA-"TvVLEROSION 1 I 1P12 - 6.00 10.00 hA`ARD LINE - �. PROPOSED SANITARY GREASE TRAP 10' DIA d 8'DIA 4" DIA. ' SAN INV LP13 18.90 18.90 - 6.40 10.00 DOWNSPOUT �,` `+ (TYP.) o`F C 9.1 3 _ NNS: EXISTING , -Fa- LP- I�f ,� - # PROPOSED IO'DIA. SANITARY LEACHING POOL REFUSE' RECEPTACLE - _ a �s AT LAUNDRY ROOM - SMH{� O PROPOSED 4'DIA. SANITARY MANHOLE to ` /4: s 1 TO REMIAN �.. EA"fSTIN6- "A 4 • - ° ^RESTAURANT „ 'G''°- a "ys � P 4a LT# PROPOSED SANITARY LINT TRAP ACONTROL 06 �- C,"HAI,N LfNI, M, ° -PANEL 4jG �7� FES F dT ��s .� �I (TYP) A � ` F A A A\:\ OO PPRRNOITARY LEACH NG POOL NEW EON' v� \ _ V A V \ QF"�2'o, 1<V A A V A -V � / _ ,�� 'V UMP STATION \o " e A - v e�.. V A \ \ \ \ �`� B# SOIL BORING LOCATION .' s d DEL l \ ✓. �' �� V A V A ./ ° = H152 V93 ' ,Y� CO)' I RMI EL:,`1\'INV/ \ _ - i i SANIN,Vi \ \ w \ \ \ \ EXISTING WELL NOTES EL 7. 3 1 A ` --5a-- -- - WELL W-1: �. \ \ \ \ \ \ \ - O PSS! PROPOSED SANITARY PUMPING STATION 'GONG s`°e° ';;GREASE L ,•,6" ,�. \ 9° �' " _q P-$3 No. 5120279 / ' °< TRAPS 8 n6 I 4//' EX TING WELLW\1 A v - A INSTALLED BY KREIGER WELL & PUMP SEAWALL y n S 4" 1 _- -aa- �v O DBI MAY, 2 08 °w I` 'a V ` _ __ \\ CORP. COMPLETED AUGUST, 2002. PROPOSED SANITARY DISTRIBUTION BOX �C NDENSEit�1N1TA ,FIELD M SURED s �,Fd oA°° RiM1.5 .�> • GT7 �V I 4 ' cG .f A3, W 145'-If" A 11 1 ON,CONCRETEnepAp_ - : \ WELL W-2 26"-28" ROM NV - �� _ - GRADE TO TOP,OF \ \ `" \VEL \ \ ` - - - \ No. 558840 3"CW � L � P � � { DEP �� � �� ^^-- V A PROPOSED WATER 4 FIRE SERVICE EXISTING S N PI ' s 8%� �,: 1 , 'v '! \ x � � 42 \ V ` INSTALLED BY KREIGER WELL & PUMP 4"FS 0 BOTH MO E ° v`! �,zi ` \ I S / OLLAR (TYP) \ ` \ 8- -ao \\ \ \ \ `. CORP. COMPLETED JUNE, 1976. n a p AA IN / _�i- 1 : A A p PROPOSED 10' DIA. SEPTIC TANKS BUILDINGS I ,'� `x a: I -LIP AINrNG WAC A \ s BOLLARD ) l7 ° ELt/- - - "`il 9". _ _ _ _ _-- - �r LIPA SPEC V A \ 1 A .EXISTMG WA .. I -L, A • � , 1 -_ � TRANSFORMER RMER PAD'S \ \ \ \ \ _ /• \ 1 INV EL Q 1 \ \ \ / SEE DWG. C \ &1. P ii \ °.c 1 A 3 A ,�- & PAD .� A \ \ V 9 A° �. A N \ 1 \ \ EXTENSION. )NEW L 4/ / .�0' 4" PVC \ \ A CRAWL A V A v o 'b .A :b i_Fs � � A SO ® OY 'ten v V A \ VV <y.� METES AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES "` N 0 �� vyG �.`- °.iT4 � SJINC7 D� V PRO AN ROADWAY FOR V A /7` \ - \ a 9y. INV f♦L_ I E I L \ .� \ \ \ \ \ y O ARE SGALED DIMENSION.ALY FROM SURVEY EY JOHN G V AN TRANSFORMER V I S �• c> B s : f 'O �� .8 I 7 A \ \ S EHLERS LAND SURVEYOR DATED 4/5/00 DIA ,. A /' PLa4Y��OU ti 19.3 \Accks>z V \ V A I \ o S ORM � V " 4" C A i +N \ V A c0 V EL \ \ : , \ \ I I c/ 'P :' ',� " CW .t "'r `XM �C 5 V A (� CONCRETE \ \ \ V 5T ti,� TOTAL AREA OF PARCEL = 16.511 ACRES ( ) -4r, f N AR \ �, o ,-' .i n °Cy \ _1 A. RETAINING WALL TE AL i_ _ _ c- V 1 A _ _ i M. A II W FgNCE w �- o \ SSEMBLY v -_ _ - - - _A, I I nl V VC,L,PM I 1-1 6"I ELC-'✓ATIONS REFERENCE US,G-.5 SAN TYP / /' r J 1/ V d fb a. T 5 RM 4"DIA , : VC INV ( -�i •\ :n / -�''- - - - " !'� m 1101 4"A P� \ GRAVEL TWO 2)12 I I 1 p 1 6' 1I fy SITUATE. DL SAN \ / 1. EL / gy i`� AXIS \t1 ' SDR3 0 1 0 \ '� S 3800 DUCK POND ROAD (T P�` ) p 9.13:"`� +roe �� o �' 0a � E P poit��M* DEPTH, II \ w v �. TOWN OF SOUTHOLD SAD I I \ I �• c GL'TGHO6UE TYP /'� SAME 2"e A./FM c��l`- �,. >� �„• 1=M INV � 1 A I MOUN ED STORM \ I �� Oar COVE "° TRENCH 'K � � \� , �, (�Q Rlt V 1 ENERA OR LE CHING Q OOL5 \ VA 1 \ �- K COUNTY, NY JO 1.25"- �0 % \ EL 14.60 F' '� o I � SUFFO! Nf 4 X1'1-F50 _ 5 1 E�ONE IA. FM ��� ��O i A� 1 129 -I A V I W�FEL RIM EL 1 A \ V A A A, 5 G T.M_ 5EGTION, LOT 4 5LOGK �MV � T NK \ �' M STALIOJ - 2" W � _ "\ I 22.801 F`�S 1000-8�-2- �. 1000-5S-2-17 2 M EL DH752�83� CLEANOUT/ �=.� ' 1V� I A \ V A A - 0�;,• 1000-88-2 2 "F FLUSHING I I� w I V AV A V A A 'PF' C' \ ,•r 31 CW j STATION (TYP) r ° I ST S r V o ,� A �, f �� A A A,� PS pL LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND / ATER \ ( t �' , _ 3 1 T3 5 "10'W SAN V f V G A V A V A \ damA SHOULD BE TAKC-N AS SUGN CONTRACTOR SHALL PIC-LD METEIY , ( � �1 A A V `A 'lij, ��` VERIFY THE LOGATION5 OP EX15T1NG UTILITIE5 AS REOUIRED 6A ST4 SEPTIC TVANK�ON ' \� REFUSE \ � : A A V :V A �� � A /y G/t � BY THE WORK. °�Tr7 4"0 PVC PVC T5 �CONIC PAI A A� R4CEPTAOLE v , _ A / S DR35 1.0Y 1 A I WITH V V A V A V n V O YYYYY i \ ✓ 's °o° cG ( w • P3 �� \� ` ENCLOSURE: \ \ \ \ \ \ \ Sq! TNOT LOT 83-2-1 2 AND OVERHEA UTILITIES �� / GG � ' /�C'� 0�_ A I A \ V A A ` A \ V V f c�, N 17.2 p 3 4 0 P C HAVE SHOT BOX FOR ,DOMESTIC • K # ¢Ho 6 tsv t & FIRE/ SERVICES _ •� • SD�R35 ® 1.0%-412' ]A. DEPTH STORM V ` V A A , N O BEEN MERGED AND AND A NEW TAX MAP FROM STREET � , _ 11P2 Pip ® ^ I I A �LEACHVING .POOL V AV ` `• V1 �' NUMBER ASSIGNED BY SUFFOLK COUNTY \ / `___-: JI • / ^ • • P7 W H�OL D COVER \ ` EXI5TING\ ELL\ n \ \ 4 0„ REAL PROPERTY (#17.3) REPLACES THE 9� c J> FORMER 83-2-1 , 2 AND 17.2 TAX MAP EXISTING l �l�, '� p I I \ /` I h r 9 w 8„ DIA. \ _N / 'n -f\ �t, ��� ILP1 h - ML 21:50 :. W-2 \ \ r "s n r NUMBERS. I I \ Y,-._. LY o I I w L z \ `s \ \ \ \ '('i /r: G'/ 8 �_��,,, I h L � � \ \ �� c BUILDING GROSS FLOOR WMAIN \ A s4 �v 1 I / �_� I L 3 • 8 PI{ECAST05AN U ACHING P)�01 � V ` v ®`° \V A \V A \ V / l S �C� 4''�O/ AREA SCHEDULE: 7 "a J` -4" WATER TIAP IN STJZEET I JJ ` 1 I `s/ / (TYP). I Q I V 1 A V A y 9S 1.WEAT MOTEL:8,030 5F 1 \ FOR �" SERVICETO� I / 1 • 10 I I I I \I A \ \V A A' A \ \ \ / A /�. �C O�0/ 3.RESTAURANT:3,154 SF SAW CUT ASPHALT / 'F' 4 i TOWN ROAD OPENING I PROPERTY ) \ \ / \ O, 1141 p 4.CABANA:1,634 SF PERMIT REQUIRED �, I I E IS I H PROVED / . \ f \ S O o,/r 5 �\ \ \ C` 6` 0 5.TRAINING CENTER:18,000 SF 4 ARY SYSTEM LP / I I I 1 1 A : V A 1 \ \ F Ci / LPI _ ov j Y I % yI 9�F 5 �y 3 1.12.09 TOWN REVISIONS MG ti F - 2 1.11.0 TOWN SUBMITTAL MG v I 1 i F / / I I •,I I I 1 1 A \ I I X_ _ /' / AP9DQ�� VED BY 1 8.18.08 TO LEGAL 8 ENV. REVIEW MG ,,z- - F F �I EXI�TIN� T4EE \ \\ REV DATE DESCRIPTION BY / X14 A I I ,/ r PLANNING [30A6�D V�1� 1 F F F / I I /' I �-INEV (TY'�) 1 A V 1 A V A / � JAMES LASALA & F / I l 1 \ � \ V A V 1� \V 1 \v , ,' I I ,5' TOWN OF SOUTHOLD > - -- -- ASSOCIATES, -- '' ``\• I F / /i I I \29 \ '\ \ \ \ \\ \\ \ /,V II / DATE A LLP ___- --- - --- � � I ,v`e I \ \ \ \ \ \ \ \ \ \ / / ' 11 OVAL DRIVE -- - - �� 1 / I V A y� \v \\ \V y ./ \ 1 SUITE 129 A y ISLANDIA, NY 11749 / A "�/ l I,,/ '� - �� s3p����_�-_____ --_\� '�1 \, �� \ I 2�� / \ \ '✓ \ 1 / 6/ / TELEPHONE: 631.592.2660 / _ G / i l I l / _ _ _ _ _ _ _ __ _ __ _ - -_ `,a ✓ A I / - A V A - A 1 1 L FACSIMILE: 631.232.1536 JOB # OBAE-00146 II o .� l 0O %" EHASZ GIACALONE - - ---- \ -- zo r /v \ /' / \ \ x T 00 0.0 I V v !i/ v A v \ w A A / o o \ \ PROFERTi' LINE a ,,6 6, _ ARCHITECTS P.C. ^" / I I \ 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 / -/2 TEL:(516)420-8383 FAX:(516)420-0195 j ��Q tie JicQ/ / 1\ \I \ / \ -sa- - _ THESE PLANS FSER INSTRUMENT OF SERVICE dl -'0 ///,/ // / -ya 44 - zfi�\/ 1 ` \ \ \ \ \ \ \.,, \\ sol -- s2-- - / \ AND THE ARCHITECT ERTY 000p0 °oo \ _ ❑o❑ ❑00 / 0 / // , a' , � _ _ha - " " - ho /" \ w \ \ \ \\ \ \ \ 8 - - - ENTSWILLBE INFRINGEM // / / i 9 4 - - - - a- \ \ \ \ \ / - _ _ PROSECUTED �I /. �// / // i / / i i3g' i O ae' mss - - / \ / `\ \ ` \ \ � , - - - - . \ \ / PROPERTY LINE - / ^ s� - _ }__ - - - - T= PROJECT -n0�� / `O- - _ 6"cam \ -_ - - - - _ - - - -3a1- - - - --- - -� �s �.\ � � \ � �� � - --\ \ 11 // // ` \ i/ / /i 4- _ _ - - _ - - - `' - - _ - - _ - - - - - -/2- - - - - - - - - - - - - - - - � � - - - _ � \ ` 1 / \ \ - / SANT -- - - - - - - - - - - - ORINI BEACH -34 4- ---- _ - / v RESORT X36 - 3800 DUCK n/ / d, 3\ \\ 3a`I / i' ' �6 \� - \ CUTCHOGU NEW OYORK 11935 - - - - - - - - - DRAWING 56,x - - ?'�- - -42 / l /I I I I j I /' _--2461_-- - - / /I I I h0 - e / / - - - - d - �'� 889'53'40"W 129392' - - 0 �a - - - -_-= - - ---- L�TL-. ITT - _ =_ _ = = - LAND NOW OR FORMERLY OF �5fi- - - - _--_-_- c-_ `o NICHOLAS ALLIANO PROPERTY LINE % tib 5� - -- TIMOTHY T STEELE 4 JEANE 5 EELE �� P T f- DATE ellelog DRAWN BY Mr o LAND O O FORMERLY OF M_ - - - - - - SCALE A5-NOTED CHECKED BY HB - I PROJECT oeAE_00146 SHEET 5 OF 9 DRAWING NO. S 1U PROPOSED UTILITIES SITE PLAN 0F fi EXIST. ,AGR' WINING NOTE: NO BELOW GRADE STORM PIPE ON AREA NORTH SIDE OF BUILDING. SNP 0/ ro C LANDING R NC'W HG RAMP 5'_O" H GUARG 1y` RAIL SS AM UP Y to MIN I" 6 sr � � AX 20'-6" d STOR CPP � _ P rF /4� d PVC 0.35 SAN S SAN SEWER O 2.0 X MIN. _ II a\ P 8'r GREASE TRAP- a ` EXIS- ;LTJ 9\ LP-R7 00 SS FTGHEN DRAINASANTORGE BEACH RESORT oN �IG JS- 20'-0" MIN.- ---- 3 K� AINAGE DESIGN pIIY I vII Sir DESIGN CRITERIA STORM CLEAN I I I RUNOFF COEFFICIENT: N �y1a^ 6"0 EXIST �N STAGE 10'-0" LP-R2 OUT (TYP) -� 4 ROOF 1.00 z� SiRM` :I 4 A CPP �'', PROVIDE FOR 2" RAINFALL ST I 12'0 RINGS PROVIDE 100.9 C.F./V.F. n 1 o" S 4" DIA. PVC ENCLOSED DRAINAGE COMPUTATIONS a DOWNSPOU- a-4" r DIP sa - f `SEWER O 2.0X MIN. d INSIDE COLUMN (TYP). RESTAURANT- (LP - Ri) (TYP)- dll� I-, 2,402 S.F. X 2/12 X 1.0 = 400.3 C.F. REQUIRED CAPACITY `N 12'0 PRECAST CONCRETE STORMWATER u I-' UNIT LEACHING POOL (TYP.) SEE OWE NO. C-07 v PROVIDE (1) 12'0 LEACHING POOLS WITH 5' DEPTH FOR DETAILS & SIZE. 0 63'-4" 0 PVC DR35 �G 9 1 % 5' % 100.9 = 504.5 C.F. STORAGE PROVIDED ssss-fss SAN SEWER O 1.0% MIN. I RESTAURANT: (LP - R2) wT is 0 I B 2,402 S.F. X 2/12 X 1-0 = 400.3 C.F. REQUIRED CAPACITY 63-0V HDPE DRs SAN ?lSRCE MAIF! m�, a O ; In-111 v,11, 1, PROVIDE (1) 12.0 LEACHING POOLS WITH 5' DEPTH SAN 1 % 5' X 100.9 = 504.5 C.F. STORAGE PROVIDED n OUT TYPAN UP -0" 0 M WEST WING: �o< UNIT 40 0% I ICL ROOF AREA 1 (LP-Wl) i= 2.320 S.F. X 2/12 X 1.0 = 386.7434 C.F. REQUIRED CAPACITY jB rca 9 c PROVIDE (1) 12'0 L.P. X 5' DEPTH X 100.9 C.F./V.F. = 504.5 C.F. STORAGE PROVIDED o I r^ TO FORCE MAIN BRANCH-J• O o 0 1 I l 0 ROOF AREA 2 (LP-W2) SEE THIS DWG. & SITE PLAN 2,500 S.F. X 2/12 X 1.0 = 416 C.F. REQUIRED CAPACITY FOR CONTINUATION. O ? Q� PROVIDE (1) 12'0 L.P. X 5' DEPTH X 100.9 C.F./V.F. = 504.5 C.F. STORAGE PROVIDED CANT LEDER Or B a ROOF AREA 3 (LP-W3) 2nd ooR „ DEc AeOae PROVIDE-(;) 12'0 L..P. 'X 6� DEPTH X 100.9QCIFE/V.FAPACITY 604.5 C.F. STORAGE PROVIDED L PROPOSED RESTAURANT SANITARY & STORMWATER DRAINAGE PLAN '� STORM CPP -7=17 0 uN1T Ip EAST WING: d 12'XXc bRECAST CONCREy I ROOF AREA 1 LP-E1 STORMWATTTTTER LEACHING ( ) POOL (TYYYr.) SEE DWG. I� r5'-°" 2,200 S.F. X 2/12 X 1.0 = 366.7 C.F. REQUIRED STORAGE CAPACITY NO. C-o FOR DETAILS PROVIDE (1) 12'0 L.P. X 5' DEPTH X 100.9 C.F./V.F- = 504.0 C.F. STORAGE PROVIDED / & SIZE42 ROOT LIINE (TYP) lI _ ROOF AREA 2 (LP-E2 & 2A) _ 3,327 S.F. X 2/12 X 1.0 = 554.5 C.F. REQUIRED STORAGE CAPACITY IS I - '-II1' '�- =i % UNIT IPROVIDE (2) 120 L.P. X 5' DEPTH X 100.9 C.F./V.F. = 1008.0 C.F. STORAGE PROVIDED Z I, ii1I I 4"0 STORM l ''. .-I 1 ROOF AREA 3 (LP-E3) LP-W+ CPP OVER 8"0 I q_==- 3,100 S.F. X 2/12 X 1.0 = 516-7 C.F. REQUIRED STORAGE CAPACITY PVC SAN (TYP)l p �I I ROOF STORM WATER PROVIDE (1) 12'0 L.P. X 6' DEPTH X 100-9 C-F./V.F. = 605.4 C.F. STORAGE PROVIDED TJ I B COLLECTION PERIMETER GUTTER & DOWN SPOUT O _ /-SYSTEM DRAINS TO O _ HEADER & LEACHING P00LS (TYP) 9 2E� 0 Bl l` f 8 :_L LEARNING CENTER ® UTILITY PAD/WALL (LP-LC3 & LP-LC4) LEARNING CENTER: (LP-C1 & LC- STORM g '12'-4" 0 AREA: 21,312 S.F. cb�e1-'b J „T ROOF AREA: 7,500 S.F. 5 (TYP.) rc � UNIT I � � o-y� 21,312 S.F. X 2/12 X 0.3 = 1,066 C.F. REQUIRED CAPACITY 7,500 S.F. X 2/12 X 1.0 = 1,250 C.F. REQUIRED CAPACITY 3 U15 LP-W3 PROVIDE (2) 12'0 LP x 6'-0" DEPTH x 100.9 C.F./V-F.= 605.4 C.F. PROVIDE (1) 12'0 LP x 7'-0" DEPTH x 100.9 C.F. V.F.= 706.3 C.F. 4 ,M I 21'-6" 0 STORM CPP TOTAL PROVIDED: 1,210.8 C.F. PROVIDE 1 1 3 1.12.09 TOWN REVISIONS MG SAN FORCE MAIN TOTAL PROVIDED: CO" DEPTH x 100-9 C.F./V-F.= 605.4 C.F. FROM RESTAURANT. 6"0 ROOF DRAINAGE HEADER SEE THIS DWG. 2 11.1 1.0 TOWN SUBMITTAL MG 1 D MIN. PITCH CONNECT FOR CONTINUATION. DOWNSPOUTS TO HEADER SYSTEM (TYP.) CABANA: LP-C1 DRAINAGE COMPUTATIONS 1 8.18.08 TO LEGAL & ENV. REVIEW MG �G 11+•-6" 0 STORM CPP ROOF AREA: 1,635 S.F- REV DATE DESCRIPTION BY ��- ST STT I �- -��Sr Sr ST-ST 1,635 S.F. X 2/12 X 1.0 = 272.5 C.F. REQUIRED CAPACITY u UNIT 16 sry o 5'-4" 0 5'-4" 0 / ROOF ROOF AREA 3 - - - - - STORM- CCP STORM CCP �a PROVIDE (1) 12'0 LP x 3'-0" DEPTH x 100.9 C.F-/V.F-= .TAMES LASALA & `an -A60JE ,� (DRAINAGE) 307.2 C.F- STORAGE PROVIDED. ' --- ------ - -------------- -- -- --- ASSOCIATES, LLP U --------Q-- a------ a ,n NEW H G RAMP STORAGE 12•-4' ROOF STORM 5EE NOTE 5 ROADWAY TO LEARNING CENTER�D1 . D2. D3. D4) 11 OVAL DRIVE L B DRAINAGE AREA 3 0 STORM P - -)I Q _ �� ROADWAY 9,407 S.F. x 2/12 x 1.0= 1,567.8 C.F- SUITE 129 On 1 __ I 1 II n SIDEWALKS 1,040 S.F. x 2/12 x 1-0= 173.3 C.F. ISLANDIA, NY 11749 PERVIOUS 4, 38 S.F. x 2/12 x 1.0= 157.9 C.F. TELEPHONE: 631.592.2660 / ' T 7 9.0 C.F. FACSIMILE: 631-232.1536 JOB 08AE-00146 i / G� --------- -/ -� / � G./-N -- - - - i PROVIDE (4 12'0 LP x 5' DEPTH PC TO FIELD LO 7E ALL /,II F--- --- -- , > EHASZ GIACALONE EXISTING SANITAR OUTLETS &� �/ / 7 i 4 x 5' x 100.9= 2,016.0 C.F. STORAGE PROVIDED CONNECT NEW 4" d PVC I1NT IS UNIT 141 ) B B UNIT 2 / / // /�/ / WATER OFFIGC- ARCHITECTS, P.C. SAN LINES o 2.0 MIN. G N 1 / j rleAreR GRAVEL ROADWAY TO LEARNING CENTER TRANSFORMER: D5, D6` Q r---, ._-, ROOM ! ROOF STORM GRAVEL ROADWAY 2,063 S.F. x 2/12 x 0-4= 1,425 C.F. 431 CONKLIN STREET G N L DRAINAGE AREA 2 O O TURF SIDESLOPE 28,500 S.F. x 2/12 x o.3= t,a2s.o C.F. FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 3 x 6' x PROVIDE = PT 1 816.2 C.FSTORAGE PROVIDED THESE PLANS ARE AN E/ONE INSTRUMENT OF SERVICE AND ARE THE PROPERTY MODEL '' I� ( Bo 9 m 90 OF THE ARCHITECT E 01 E°o� °Eo DHI52-93 -____ _ _ cL_5ET CLW s -2" e - - �1ppr` PROSECUTED SU LEX ' 'I'! `s G / ®v r INFRINGEMENTS WILL BE PUMP STATION. s __-_-______-� m I Y `" x`/ 5'-0" pLAIAll COC.'�D N VIII- 'HOLD ' PROJECT+25'-4" 0 PVC DR35 SAN SEWER O 1.0% MIN. J ICL \ / ryy �--� SANTORINI BEACH J 5 S5 55�-555 SSS 5�}5 S 5 �5 SS 5 0 4� Nd 150'-1.5'0 HDPE ORB SAN FORCE MAIN n!-Iltw N� -TII Dx H�- /1'/ Nd "e DATE pl q " )O /+ 12.ESORT B �! ^M `N ' G • U CUTCHOGUE, NEWYO)2K1935 �yGS -y- �G _-_i- 47•-6" 0 STORM CP -ss ss ss47'-NORM CPP � �0N, DRAWING 9 (x. 361 HDPE SOPS SAN FORCE MAIN TO SMH1 STARTS AT THIS TEE. N!- WEST Iy OTEL 4 fRESTAUf;R:aNTWI 6 SEE SITE PLAN SEEMDWGSC-06G PROPOSED 9ANITARI 2 JTORNIIWATER DRAINAGE PLAN E FOR SAN FMFOR CONTINUATION LP-W2 coNnBunnoN. DATE b1181081 DRAWN BY M5 OF 1 SCALE As-NOTED CHECKED BY He lJ y PROJECT SHEET 6 O 9 e { " ` 08AE-00146 DRAWING NO. 1 PROPOSED WEST WING SANITARY & STORMWATER DRAINAGE PLAN I �� olo �;_. . YtDLrt,,1,, - ' C - 05 I I I I I I START HEADER SYSTEM WITH MIN. 2' OF- COVER OVER PIPE ELEO PROOM 55'-6" 6"0 STORM CPP _COORDINATE WITH UT (TYP) STOR' GE ROOF DRAINAGE HEADER ARCHITECTURAL DWGS. 01.0% ONNECT IL DOWNSPOUTS PITCH TOC HEADER SYSTEM (TYP) �� / TOIL-T _ T Is 5'-0" I 6AILIE RO N f�ANTRY � ' IGT EREA<-011- a Ll i0 ROOM o I A TWO (2)12' DIA. 6' DEPTH GG1RRIDOR STORM LEACHING POOLS DATA CENTER SITE PLANS FOR EXACTM EL 2L0 ATONE 12'0 PRECAST CONCRETE STORMWATER LEACHING POOL -._�/,.,�, PROPANE TA yK (TYP.) SEE DWG C-07 FOR IIS - N DETAILS, AND SIZE. EM.R. SEE PLUM I LQ�Y - DRAWIN T - o --- - STORAGE " wa - . STORAGE i II STORM CPP STORM PP u_ OE=IGE y'i a �1 sTAI \. LP-LC2 f _ '7. - ( START HEADER SYSTEM 1 TRAP " WITH 2' OF COVER- 25'-0"--- OVER- 25'-0" - �.-1p•Lp^�.I ��\\� JG O OVER PIPE (TYP) 6 ------- ------------ F 19' 0 STORY, CPP p 3"0 WATER. ARC-4 r DELI. ABOTO FOR CONTINUATION ROOF RIDGE 2 72' DIA STORM POOLS ( SEE SSITE SEE SITE PLAN. LINE (TYP) \ \ - -PL-kN— 6"0 WATER. L FOR CONTINUATI N 1p ST SEE SITE PLAN I /' ❑ ❑ v, III I ❑ ❑ ENTER,OR � % � / �� GRFAS��RAP� • .� 3`J \\ ��� UNIT 8 UNIT 39 / ui / STORM CPP I X c)jl —ST � 1 o s � � 656 ' N UNIT{ 37 Ira la TO SIAM `��• / 1p / ` SEE SITE -� `�`� / BHEADE PVC ROOF DRAINAGE / r 12' DIA. 8' DEPTH J PLAN. 4(/V j HEADER I-OX MIN. PITCH. DOWNSPOUTS TO \ ' ROOF NAGEAREAF l 1 STORM LEACHING POOL j (DRAINAGE -1 WITH SOLID COVER �� HEADER SYSTEM (TYP) r--I 1 J RIM S ORE SEE SITE U IT ' \,\ PLANS FOR EXACT LOCATION. �� ' I O rn I I j I t✓1 —ST—w�ST Sf i/ j 1 V 1 r"• ✓E U 1 UP af1n1 �'�L4,.,) I.V.,) °i�, UP- , jcc III -,-I UNIT 4=r III,L,L '._LLLi- STORMWATERE LEACHING POOL < .. r�-rte., ST51y—S1 N 5T (TYP.) SEE DWG AND 7SI ER7 PE.APINVI's�C1 ESt) SD Il\ TO^WV@'8 5.7,r rd 11 i S"4-IC)Lf7 DATIi - A O'/C �_ _ � — —ABOVE I USIII — — — LP-E3 LP-E2 II II Sl GOWNS A O U I�SY34'-4" 0 STORM ST FIRST FLOOR TRAINING CENTER PLAN I o gg 5 gg �- (� 281'-4Y PVC DR35 SAN SEWER O 2.0% t 1 , 1O'-0" UNIT s 9 1 O 7 } 6 n' E 5 / I ROOF EA �—�-6TH-6Tn 4, 4"0 PVC ENCLOSED U (DRAT AGE ROOF STORMUTTER COLLECTION, INSIDE COLUMN (TYP) )I 3 1.12.09 TOWN REVISIONS MG PERIMETER GUTTER k DOWNSPOUT � �' SYSTEM DRAINS T( HEADERS R ip In 2 1.11.0 TOWN SUBMITTAL MG [-SYSTEM Pools (TYP.) U 1 8.18.08 TO LEGAL & ENV. REVIEW MG 116'-6" 0 STORM CPP �C Sf—Sf Sf Sf Si—�SfSf SfSf Sf n rc Roof REV DATE DESCRIPTION BY _ y JAMES, LASALA & STORM CPP uwr 11 sTww 6T �^ ASSOCIATES, LLP C 11 OVAL DRIVE SUITE 129 Q sr sr ROOF AREA < ISLANDIA, NY 11749 .--- (DRAINAGE) `'t — LAUNDRY '" i TELEPHONE: 631.592.2660 ❑ —UNI-24— UNIT 25 —— ❑ ❑ UNI 26 — UNIT 2 ❑ ❑ UNIT 8—— UNIT 9 ❑ UNIT 30 ❑ FACSIMILE: 631.232.1536 JOB ORAE-00146 ❑ ❑ ❑ - - ❑ ❑ - - - -- - - ❑ --- -- — — -- �a EHASZ GIACALONE 4" GIA. DOWNSPOUT i ROOF AREA 1 --------------- -__ -_ ARCHffECTS P.C. (Typ) (DRAINAGE) / REA I i; I j O f � '`o C) O ❑ ( AGE) �'I e ® ❑ y' �- 431 CONKLIN STREET o t3 U O O nI O O 0 O G 18'-4 - sT M UP FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 UNIT 44 UNIT 43 UNIT 42 UNIT 41 UNIT 40 L -J �_ o VIII M THESE PLANS ARE AN ! °N — z <, > AND ARE THE F SERVIICYE L - -- OF THE ARCHITECT EEfiaw- ❑°LP-E1 o a °i INFRINGEMENTS WILL BE PROSECUTED LAUNDRY o� on 00 o 0 0 �� n PROJECT CAPPED FOR FPC N` SANTORINI BEACH N N N 6 t; a RESORT - ! �4" FIRE SPRINKLER 12'0 PRECAST CONCRETE o , L 3800 DUCK POND ROAD ROOM STORMWATEE LEACHING POOL `~^ � � m � a � CUTCHOGT_TE, NEW YORK 11935 TYP. SEE DWG C-07 FOR + n ROOM (TYP.) DETAILS, AND SIZE. SEE FM CCH FOR CONTINUA N. 116'-4" 0 PVC D 5 SAyNy�SEWER O 1.0% MIN. 0 T C TOIL r'T IN0. CI s—sem w s 58=1.5" 0 HDPE ORB SAN SEWER FORCE MAIN s�-s O s s N, sN —S- s m s s s DRAWING 'g 7� EAST MOTEL, TRAINING CENTER 4 CABANA O E/ONE E MODEL SANITARY 4 STORMIUATER DRAINAGE FLAN tr-CJS-X15-15 15— �1S 15-131 15 15 15 15—SIS 15 15-15 LS IS-15 DH152-93 63'-60 m STORM CPP O 1.00X MIN. (TYP.) 63'-6" 0 STORM CPP O 1.00% MIN. (TYP.) DUPLEX RY PUMSANPSTATIONDATE DRAWN BY _ B/18/08 MG SCALE AS-NOTED CHECKED BY Hs UP El ', 12'0 PRECAST CONCRETE 1`d�!,;;._ -- ._..__ � STORMWATER LEACHING POOL PROJECT 00AC-00146 SHEET 7 OF 9 --(nP.) SEE DWG C-07 FOR - = DETAILS, AND DRAINAGE SIZE. SCHEDULE FOR DRAWING NO. YWPhcb,u\ .. 2 FIRST FLOOR CABANA PLAN r3 FIRST FLOOR EAST WING PLANc ou 1 "=10,-0., 1 —70 _0 - - fOF N[w j% • _ 4" CONCRETE PAVEMENT n a F FINISHED GRADE - -- - 1/4 " / FT (UNLESS _ 8" x 16" x 8" CONCRETE '- SIDEWALK, CURB AND PAVING NOTES' OTHERWISE SHOWN) BLOCK WALL W/ DUR-O-WALL 77�- - (PITCH AWAY FROM BUILDING) REINFORCING ® EVERY OTHER COURS 1. CONCRETE FOR CURBS SHALL HAVE A MIN. COMPRESSIVE STRENGTH A _ - - - e' STUCCO FINISH TO MATCH OF 4,000 P.S.I. AT 28 DAYS. FOR DETAILED 1= w ut=T�r�u BUILDING AS PER PLANNING _ COMPACT SUBGRADE TO 95 i' w ,u=i: jutw ' PROCTOR DENSITY AJLi' �' i�4 L I171m a eD - - " - DEPT. RECOMMENDATION. 4 O. CONC. SLAB SPECIFICATIONS SEE ORDINANCE. 6x6 W2xW2 WELDED _ _ _ _ _ _ GRADE --- -" m ' STRENGTH 28 DAY �_ �� FABRIC .S,Lum 8" THICK POURED CONCRETE NG / _ 2 MAXIMUM SPACI WIRE VARIES FOUNDATION WALL ON 1'4" x 8" DP. �' NG OF EXPANSION JOINTS TO BE 20 FEET. 0 0 0 11 POURED CONCRETE FOOING ` � 6"x 6"-10 GAUGE CONCRETE WALK SECTION r'_______________________________________� .: .. W'xE„ 10 GAUGE WITH # WIRE MESH L_______________________________________J .' ] _ : :. +� I 3. CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO - WIRE MESH ALL CONCRETE FOR WALK SHALL BE 4000 PSI AFTER 28 DAYS PAVING. 8" A ELEVATIOI�i #5 REBAR CONTINUOUS, EXCEPT 4'-O' 8" THROUGH EXPANSION JOINT 5'-4" G REFUSE ENCLOSURE DETAILS PLAN / BITUMINOUS SEALER N 01 '�I,' /8 R HEAVY DUROADWAY TYPE INLET FRAME & � I" R 1-1 2" NYS TYPE 7 - L BICYCLE SAFE GRATE CAMPBELL FOUNDRY NTSE CO. PATTERN #3406 OR APPROVED EQUAL) 6" WEARING COURSE BRICK & MORTAR / CONTRACTION JOINTS ® 5 FT. SPACING ADJUSTMENT- ,. �2-1/z" NYsooT TYPE 3 - � — � REVEAL I _ 6; ' INTERNATIONAL SYMBOL OF ACCESSIBILITY ! DENSE BINDER COURSE PARKING SPACE MARKING WITH BLUE — �"� BACKGROUND & 3" WHITE BORDER OPTIONS ------ _�-�---- - JOINT SEALER STANDARD STALLS , 1 _ -�— - � i _ '�— \ -- / CONFORMING TO ASTM MATCH EXISTING- ro D 1 ~ ——__-—— SS-S- PEC. 1 /8 850 OR FED. S /�, A - I 1401 / 4' BLUE STRIPING (TYP.) 4" WHITE STRIPING (TYP.) 4" GRANULAR BASE ' --- STEPS � � — � � e CLASS A" ' I z— _ . CONCRETE 20 -0" ice' DIAGONAL STRIPING 4' O.C. _ SUBGRADEco �LF� / MAXIMUM SLOPE ON 1 'X1 ' / — 2' SUMP BELOW ALL PAVED SURFACES OPENING = LOWEST INVERT / i,/ FOR STALL AND AISLE PREMOULDED EXPANSION SUBGRADE AND BASE TO BE MECHANICALLY COMPACTED TO BE 1:50 -•' FILLED WITH �B -0, 4° 81-0 TO 95% MAX. DENSITY JOINT FILLER CONFORMING _ IL "' I I�-�A� — TO ASTM D7751 OR D7752 GRAVEL SECTION A-A MATCH EXISTING NEW ROADWAY TO LEARNING CENTER EXPANSION JOINT 15 FT SPACING CATCH BASIN DETAILS TYPE A �� PARKING STALL DETAILS 3 CONCRETE CURB AND ASPHALT PAVING DETAILS 4 CONCRETE WALK DETAIL NOT TO SCALE NTS NTS NTS EXIST PAV'T \ PROPOSED NEW 1 .5" NYS TYPE 7 - WEARING COURSE #5010" O.C. 1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE -#4012" O.C. TYP - #506" O.C. & 3" TYPE 3 BINDER EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH 15" TYP / \ //-IN AREA OF REPAIR OF 3' INTO THIS STRATUM. THE EXCAVATION IS TO BE x„ APPLY BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION OF THE PROPOSED BOTTOM OF THE LEACHING \ UNCUT PAVING GRADE POOL. ALL BACKFILL MUST BE CLEAN ACCEPTABLE `� 12" 1 VARIES 12" ASPHALT CEMENT TACK COAT L / MATERIAL PLACED UNDER THE SUPERVISION OF THE i TO ALL 5 WCUT SURFACES ENGINEER. � ,� GOf'�D T i 'ulii"1{� 2. CONCRETE: 4000PSI ® 28 DAYS, WWF A82 & A185 EW 6" STABILIZED SOIL BASE, j - l Y�. REBAR: ASTM A165, GRADE 40 OMPACTED NYSDOT _ \ , `y" E -}'� ` K--- EXISTING ASPHALT NURSES -10•y,n.,P;�I 1,+° 3. DRAIN PIPE TO 8E AS CALLED FOR ON THE PLANS. NOTE: YPE 1011, OR APPROVED EQUAL - ---" L CONCRETE PAD TO BE 1i 12/� / PROVIDE 2' MIN. COVER OVER PIPE. --SIDEWALK PROPOSED NEW24" DIA. CAST IRON COVER 15'-O"x 33". VERIFYSUBGRADE LOCATION AND SIZE IN FIELSTONE BASE COURSE EXISTING STONE BA .E DA -FLOCKHART X68318 WITH ENGINEER PRIOR 1 - �'� TYPE 6840 OR EQUAL TO INSTALLATION- PROVIDE NEW CONCRETE SLAB CONTROL JOINTS SAWCUT AT 4000 PSI ® 28 DAYS � , ✓ ,\,/,15�� \ iGRADE 10 FT. O.C. \ APPLY PRIME COAT TO STONE BASE COURSE -•'"""""",.,,•...,,..." i �� SAW CUT / /j > il . �7� GENERATOR CONCRETE PAD DETAIL PAVT EDGE 8" REINFORCED CONC. SUBGRADE TO BE MECHANICALLY COMPACTED TOP SLAB (PRECAST)--_ 1'-0" MIN. \—TO 95% MAX. DENSITY- RAMP MAX. NOT TO SCALE sAMP WIDTH ADJUST WITH PRECAST 8 PAVEMENT PATCHING DETAILS VARIABLE I VARIABLE CONCRE E COLLAR NOT TO SCALE 12:1 SLOPE 8 A 8 1 Q= M1ry•�s 12'0 LEACHING POOLS 76 _ DRAINAGE STRUCTURE SCHEDULE EDGE OF EXISTING—+/ A CONSTRUCTION NOTES: 5 SIDEWALK STRUCTURE DEPTH 4 LP-W1 5'-0" 1. NEW ASPHALT SHALL BE PLACED LEVEL WITH ADJOINING SURFACES AND SLOPED TO 3 1.12.09 TOWN REVISIONS MG GENERAL NOTES LP-W3 6'-0" PROVIDE POSITIVE SURFACE FLOW TO DRAINAGE INLETS OR IN THE INTENDED FLOW = LP-W2 5'-0" DIRECTION. NO LOCAL LOW POINTS WILL BE PERMITTED. 2 11.11.Oq TOWN SUBMITTAL MG ELEVATION OF RAMP CLEAN SAND & I c LP-E1 5 -0 LP-E2 5'-0 2. ALL CASTINGS SHALL BE ADJUSTED TO MEET PROPOSED PAVEMENT ELEVATIONS. 1 8.18.08 TO LEGAL & ENV. REVIEW MG GRAVEL COLLAR- I 0 1. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO THE START OF LP-E3 C-0" CONSTRUCTION FOR ALL WORK RELATED TO THIS CONTRACT. REV DATE DESCRIPTION BY x-12:1 SLOPE MAX. E 1 LP-R7 5'-0" 3. SAW CUT CONCRETE CURBS AND SIDEWALKS WHERE REMOVAL LIMITS DO ! LP-LCI 7-0 2• BASE PLANS ARE PLOTTED FROM FIELD SURVEY BY JOHN EHLERS. NOT OCCUR AT AN EXPANSION JOINT. JAMES, LASALA SE • °• CONC. SIDEWALK ! o REINFORCED LP-LC2 6'-0" zLP-C1 3 -0 4. THE CONTRACTOR IS ALERTED TO THE PRESENCE OF OVERHEAD WIRES WITHIN THE ASSOCIATES, LLP PRECAST LP-D1 5'-0" 3. STANDARDS OF WORKMANSHIP AND MATERIAL FURNISHED SHALL CONFORM TO ONLY PROJECT LIMITS. CAUTION AND CARE SHALL BE EXERCISED TO PROTECT WIRES AND 11 OVAL DRIVE SECTION A-A CONCRETE - _ HE PERFORMANCE OF WORK SUITE 129 THE BEST GENERAL PRACTICE OBSERVED IN THE LATEST CONSTRUCTION WORK. POLES DURING THE T oLEF�CHING RING o LP- 3 5-0" -� RELATED TO THE CONTRACT. ISLANDITELEPHONE: 11749 .59 4' PRIOR TO CONSTRUCTION START-UP, THE CONTRACTOR SHALL FURNISH ADEQUATE rJ PROTECTION TO THE PUBLIC BY INSTALLING AND MONITORING SUITABLE WORKING 5. NO TREE SHALL BE REMOVED WITHOUT THE PRIOR WRITTEN PERMISSION OF THE TOWN FACSIIMILE: 631.232.1536 JOB # 08AE-00146 • 2.2660 SIDEWALK RAMPS SHALL BE 7" THICK 11'-4" L SIGNS, FLAGS. LIGHTS, BARRICADES AND SIGNALMEN WHEN NECESSARY. ARBORIST. CONCRETE REINFORCED WITH 6 x 6 10 GA. W.W.M. 3'-0" MIN- �' ALL CONCRETE RAMP SHALL BE STRUCTURE 5. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM PROPERTY OWNER THE CONTRACTOR SHALL COORDINATE THE EXCAVATION, FINE GRADING AND ROLLING EHASZ GIACALONE 4000 PSI AFTER 28 DAYS GROUND WATERS R=RESTAURANT BEFORE REMOVING ANY PRIVATELY OWNED EXISTING SITE FEATURES. 6. OPERATION TO ENSURE THAT AT THE END OF EACH DAY THE EXCAVATED ROAD AREA ARCHITECTS - - - - - - - - - - - v - - - - SHALL BE FINE GRADED AND ROLLED. P.C. W=WEST MOTEL ALL PRIVATELY OWNED ITEMS REMOVED DURING THE WORK SHALL BE REPLACED IN KIND WITH NEW. � E=EAST MOTEL 7. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH TOPSOIL S 431 CONKLIN STREET LC=LEARNING CENTER 6. ASPHALTIC CONCRETE SHALL CONFORM TO A JOB MIX FORMULA APPROVED BY THE AND SEEDING AS SHOWN ON THE PLANS. 5 SIDEWALK RAMP DETAILS 6 STORMWATER LEACHING POOL DETAIL C=CABANA D=DRIVEWAY ENGINEER PRIOR TO INSTALLATION OF ANY ASPHALT MATERIAL. FARMIN KLIN S NEW YORK 11735 NTS NOT TO SCALE 8THE CONTRACTOR SHALL OBTAIN DEWATERING PERMITS FROM THE TEL:(516)420-8383 FAX:(516)420-0195 . 7- BATCHING TICKETS SHALL ACCOMPANY DELIVERY TICKETS FOR ALL ASPHALT MATERIAL. NYSDEC FOR THOSE AREAS THAT REQUIRE DEWATERING. THE COST OF APPLYING INFORMATION ON PLANT BIN DESIGNATIONS AND GRADATION SHALL BE PRESENTED TO THESE PLANS ARE AN THE ENGINEER PRIOR TO DELIVERY OF ASPHALT MATERIALS. FOR AND OBTAINING PERMITS AND PERFORMING WORK SHALL BE INCLUDED IN INSTRUMENT OF SERVICE THE CONTRACTORS BID PRICE. THE CONTRACTOR SHALL SUBMIT DEWATERING SHOP AND ARE THE PROPERTY ED- c"WID 8. THE CONTRACTOR MUST CONFORM TO ALL APPLICABLE O.S.H.A. REGULATIONS, DRAWINGS FOR THE ENGINEER'S APPROVAL. OF THE ARCHITECTfl5m LEAF INFRINGEMENTS WILL BE WHETHER OR NOT THESE REGULATIONS HAVE BEEN STATED IN THE CONTRACT. 91 THE CONTRACTOR SHALL DEWATER AND PROVIDE SUITABLE BEDDING CONDITIONS. PROSECUTED 9, THE CONTRACTOR SHALL PROTECT ALL WORK EXECUTED UNDER THIS CONTRACT FROM THE CONTRACTOR SHALL ACHIEVE COMPACTION AND OPTIMUM WATER CONTENT AS POSSIBLE DAMAGE FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL SPECIFIED. PROJECT BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT TO THE SATISFACTION OF THE SANTOR INI BEACH OWNER, OF ANY MATERIAL, STRUCTURE OR PROPERTY ON OR ADJACENT TO THE SITE AND DAMAGED BY THEMSELVES OR THEIR EMPLOYEES. 10. BEFORE STARTING WORK, THE CONTRACTOR SHALL -TOP RAIL CHECK AND VERIFY GOVERNING DIMENSIONS AND RESORT ✓� t CHAIN-L,IN 10. EXCAVATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH NEW YORK STATE ELEVATIONS AND APPROXIMATE LOCATIONS OF THE �. FABRIC' EXISTING STRUCTURES AFFECTED BY THE WORK. 3800 nucK roi`In Roan BRACE RAIL (TYP.) INDUSTRIAL CODE (RULE NO.) 23 AND INDUSTRIAL CODE PART (RULE NO.) 53. a z 1 DROP ,ROD, / CUTCHOGUE, NEW YORK 11935 LINE POST 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY WORK RELATED 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 4 HINGES (TYP.) TO THIS CONTRACT. ALL UTILITIES MUST BE PROTECTED AND MAINTAINED IN A CONDITION OF ANY INTERFERENCES OR DISCREPENCIES IN \; GATE FRAME D BOTTOM TENSIONS TRUSS ROD (TYP.) THAT IS SATISFACTORY TO EACH UTILITY COMPANY CONCERNED. THE DRAWINGS AND FIELD CONDITIONS. DRAWING w o z \ \ WIRE (TYP.) / JAMES, LASALA & ASSOCIATES, LLP ACCEPTS NO RESPONSIBILITY CONCERNING THE ACCURACY AND LINE POST \ LATCH ASSEMBLY �, x BRACE RAIL (TYP,) COMPLETENESS OF THE UTILITY LOCATIONS SHOWN IN THESE PLANS. 12, ALL BURIED UTILITIES OR STRUCTURES, IF ANY, SHALL 3/8"0 �� / �\ BE EXPOSED AND CAREFULLY LOCATED PRIOR TO ANY EXCAVATION. I T � � � - 1 )— z �- \ TRUS 12, THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE VEHICLE AND TRAFFIC LAW OF THE STATE 1� w a RODS STYP. GRADE LINE 13. CONCRETE SHALL BE IN ACCORDANCE WITH THE LATEST 4 ( ) \ OF NEW YORK IN REGARD TO THE SIZE AND WEIGHT OF VEHICLES. THE CONTRACTOR IS HEREBY NOTIFIED THAT NO VEHICLE IN EXCESS OF THE LIMITS SET BY THE VEHICLE AND TRAFFIC LAW REQUIREMETNS OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL WILL BE ALLOWED ON ANY PUBLIC ROAD. CONCRETE" (LATEST EDITION). CONCRETE SHALL x ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI 0 28 DAYS. DATE B/IB/08 DRAWN BY MG 4000 PSI CONCRETE FOOTINGS IIII I I 4'-0" 4'-0" 10'-0" MAX 1 1 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY 6 FT. CHAIN LINK SAFETY FENCE SURROUNDING SCALE CHECKED BY IIII 3,-6„ IIII IIII 14. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. _ AS-NOTED HB F' ALL EXCAVATION AREAS. MAINTAIN A MINIMUM OF 1.5" COVER ON ALL REINFIRQING -STEEL: --'-% - III II IIII II IIII \ IIII IIII IIII 14, CONTRACTOR SHALL OBTAIN ALL TOWN PERMITS REQUIRED BY THIS WORK. _ -_ - _ PROJECT SHEET 8 O 8 " U IJ III IJ I U yl 08AE-00146 L -1 L - J LJ L - J L -1 � I - DRAWING NO. ELEVATIONale` 21110 �a ` 'jA, NOTE. ALL POSTS AND STRUCTURAL MEMBERS SHALL FACE INWARD AND NOT BE EXPOSED TO NEIGHBORING PROPERTIES. I 9 GENERATOR FENCE DETAIL NOT TO SCALE07 4 +- ., POF Ipo EROSION CONTROL MEASURES: I BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR STAKES - STEEL, T OR U SHAPE AND IN A ROW WITH ENDS TIGHTLY ADL'TTING THE ADJACENT BALES 1 . DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSIONoR 2" HARDWOOD I EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT / —FENCE - WOVEN WIRE 145 GAUGE AND PLAGC-D 50 THE BINDINGS ARE HORI?ONTAL. THE TRANSPORT OF SEDIMENT INTO/OUT OF WORK AREAS, DRAINAGE �;' 6" MAX. MESH OPENING INLETS, ETC. ACTUAL EROSION CONTROL MEASURES WILL BE 3. BALES SHALL BE SC-GURELY ANCHORED IN PLACE BY EITHER TWO STAKES 76 —FILTER CLOTH - STADILINKA TI40N DICTATED IR FIELD CONDITIONS AS CONSTRUCTION ING CONDITIONS j oR EOUAL / ��2- 1 AND AS DIRECTED BY THE ENGINEER. THE FOLLOWING CONDITIONS OR RC--EARS DRIVEN THROUGH THE BALE THE FIRST STAKE IN C-AGH SHALL BE OBSERVED: BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE / ,x/,//,'� _ A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH 06 /,\A'� — / REMAIN/ B CLEARING AND ID TGRADING WITH THE BALE SHALL BE SCHEDULED SO AS TO LINE OF APP;.x *.T 0 • / 'O /// ///A� ,'z F MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH _0 ? HIGH WATER / / // /// OF TIME THAT AREAS ARE EXPOSED. 0 1 g 4 INSPECTION SHALL DE FREOUENT AND REPAIR REFLAGEMENT SHALL BE C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE z MADE PROMPTLY AS NEEDED // /�/1 ���'/j/� \ • \ �� I I MINIMIZED TO REDUCE RUNOFF VELOCITIES 6-'1 f O D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. .� 5 BALES SHALL BE RC-MOVED WHEN THEY HAVE SERVED THC-IR USEFULNESS (�'IQ E SEDIMENT SHALL BE TRAPPED ON THE SITE. _` 50 AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. F. SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE I FLOW 0o INSTALLATION AND MAINTENANCE OF EROSION CONTROL, 1, �1'o MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES S" ,p FOR EROSION AND SEDIMENT CONTROL." / / // / • • — I Z ,0 2. SEDIMENT BARRIERS (SILT FENCES, HAY BALES OR APPROVED sz 1 I j1 9�,�C EQUAL) SHALL BE INSTALLED PRIOR TO ANY GRADING WORK I� / A K C 'P ALONG THE LIMITS OF DISTURBANCES AND SHOULD BE MAINTAINEDw � 6- <p FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE _� 0 z "��� Angle Trot Stake Toword �0 / / / ' / / i -• 6_ A ` I .IS 1 $ O < SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, O F Fhw Previouol Laid Bale WETLANDS OR ROADS. 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT l s 1 aa- 1 �" -2g, I � lv 1 a "f'i �T v STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS I fLlz \ \ \ / - r 9, / o /� sJ.X.m- �/ Flow / - y I I I O 9. REOUIREO. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL F � /rte 4" vartical / �// ��ro I •e EET 1 1 A I� /C C CONSERVATION SERVICE RECOMMENDATIONS. /V / s— ' y \ -- AI 1 I I V V Ai <`' 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL /yV `H � — 1 I 1 1 I I I 'I`T'F � Cil, BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE SILT FENCE DETAIL BEDDING DETAIL `� '� OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., REQUIRED. 5. PROPER MAINTENANCE OF EROSION CONTROL MEASUU RES A TO `I )• \ 1 1 I _ BE PERFORMED AS INDICATED BY PERIODIC INSPECTION AND i EAC Hi -, >>r N\1� � �\ � •1 , \ � \ ` \ \ \I I---'--- AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES -� INCLUDE. BUT ARE NOT LIMITED T0, CLEANING OF SEDIMENT ANC.HOIR.INr� DETAIL BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT BARRIERS, p �/ /+ / � `) -._ 1�A�. -• ` 1 `, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CEAPIING STRAW DALE DIKE & SILT FENCE DETAIL / �v" \ AND REPAIR OF INLET PROTECTION.. ✓ - - - �'•� 6. APPROPRIATE MEANS SHALL BE USED TO CONTRA- DUST DURING _ T�'� OASTAL EROS ON ',sj a , CONSTRUCTION. NTS -I?._-\RD LINE - 7. A STAB'LIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED FFAMF NOTE: EXISTING -- UNTIL THE SITE IS PERMANENTLY STABILIZED. GRATE TO BE INSERTED INiO FILTER BAG / -- E I Tul_ HI FT 8 SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURE SHAL_ AS PER MANUFACTURER'S INSTRUCTIONS i , FIILTiIRL REFUSE- RECEPTACLE - r _ . 1 REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY / AT LAUNDRY 'ROOM - STABILIZED. AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL F __ •� o`R '� •• \ TO REMIAN � --- �- j" � BE CLEANED AND DRAI MAGE SYSTEMS CLEANED AND FLUSHEDAS NECESSARY - r J � EXISTING-- �A•` I � E �, \'� , I 'J' \ \ 9 STOCKPILED TOPSOIL, EXCAVATED MATERIAL, ETC. SHALL BE COVERED ✓) ' 1- A' . WITH PLASTIC TARP WHILE TEMPORARILY STORED TO PREVENT SEDIMENT RUNOFF. RE$�AURANT �d` „ T �A \ e ��� I• O"" - - -A ID. STOCKPILE ON FLAT GROUND SURFACE, AWAY FROM SLOPES ONL.'. O O BUILDING - - 1 � I °� - --Fc - EF6TINF GRATE 4,I,rAIN LINK '0. F% 1 Fo , 1 N1. FINAL GRADE TO INCLUDEE TOPSOIL, DEED & PROTECTIVE MULCH. NOTE 221J �2 ��"` .c FENCE `3< ` - 11 1 , A ` \ A \ SEDIMENT FILTER BAG TO BE COMPARABLE TO THE JMD BASIN BAG AS MANUFACTURED BY THE i A`V`, / _A� �I A \ z T A �, Ay \ V A y V JOHNSTON MOREHOUSE DICKEY COMPANY, BETHEL, PA SEDIMENT FILTER BAG - / / �"� � �� II! \\ \\ `V \ --- \_ EXISTING WELL NOTES: F, I \ \ \ 1 ♦ \ 1 �� WELL W-1: / " c V�" No. 5120279 \ • hse- /' \ice � � - - - - - zso� �. / /GONG. ��;yI j E '1 TN wE LW v1 _ _ _ - -- INSTALLED BY KREIGER WELL & PUMP 1 SILT PROTECTION FOR FLUSH INLET DRAINAGE STRUCTURES / SEAWALLS �r•' 'icl �%� �' ` - A 1 _ _ - - -_-a9 �, CORP. COMPLETED AUGUST, 2002. \ \ ��iY , _ A _ NTS 1 . THE CONTRACTOR SHALL PLACE THE GEOTEXTILE MATERIAL" AS SHOWN IN THE DETAILS. WELL W-2 F-�:'.b I� j. i ." 1 p , 14 1 • V'I r W --4 A V A S -( �` 1 •�� / ,,$$,,i - _-� A v No. S58840 e •r INSTALLED BY KREIGER WELL @ PUMP 2. THE "GEOTEXTILE MATERIAL'S SHALL BE TIED TO THE 6" x 6" MESH WIRE T s°`^ d "l+V V`V� A I �l i�V ' V•� - T - 38� a0 - A \ \ V �` \ CORP. COMPLETED JUNE, 1976. WITH THE APPROPRIATE FASTENERS, THE WIRE MESH SHALL BE FASTENED BY NAILING, � 1ITING WALL, , A P V A _ STAPLING, OR OTHER SATISFACTORY MEANS TO THE WOOD FRAME THAT WILL �� �- F -q _ PEC �\ 1 C PVA SUPPORT THE FABRIC AND WIRE. BOTH SHALL BE PLACED BETWEEN THE FRAME AND GRATE, ' " Vv `A �� I TRAN -0RMER PbD A \ \ ON THE STREET SIDE OF THE STRUCTURE A D.B.E. - - \,. ,•r b tiz t \ A I TENS ON, i / P AF . .-e /'.: / . A BC ` yV 1 ?� V A A ) T F y'Lii '� x'- V AF F� /- V F� ¢0 (;� i 1 A T \ A C A V A •A < C METES AND BOUNDS, WETLANDS AND PHYSIGAL STRUGTURES V O. , 0 �� �,� < „fib �/ ' � � \ V A 1 \ PR v A A ` \ \ V A F � ` A /T ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G. DS ti A 9 0 \ � i� � ' S,o A o Ay \ A \ V `s� 'F EHLERS LAND SURVEYOR DATED 4/5/00 V A ONc �/ S / \� A V 1 I 'W�/,., TOTAL AREA OF PARCEL = 165q ACRES D Fs , AF �� �. �i �� _ V V � �A A• � \ 1 1 11 A I I I I 1 � ) I �` } ELEVATIONS REFERENCE U.5.6.3 �� - -r^- - _ - k / C A �p TWO SFI)12 SITUATE \ A Bp ?� \ D A. 6' m A V A 1A CS 5800 DUCK FOND ROAD BOGGI--DALL � V I 0 �0SDA DEPTHI I 1 'o V A A� I 1 •V � cC�� GUTGHOGUE _ _._..-- /' / / •�� .� ' V� A x10 1 A 1 I I LE CMNGI \ )' A TOWN OF SOUTHOLD � ;i r O T 1 V A I I ' ) V A 1 1 \ � � } SUFFOLK COUNTY, NY _--..��,�, ^1 p^w•,� - � 1 �,_�„ s COLS `/ V A A L ,v �� � SL T M SECTION, LOT s BLOCK I D •"*',k �u"�"') eJ I ay v I RIM ELI 1 V A \ V A A _ 'PC` ' 1000 83 2 1571N O T 22.eo1 \ ov' oco-a5 2 2 PLANNING SOAPED MMN6 PO • 1A / 2 I � li `� A A/ A. �\ \ �✓' `.'`F' 1000 85-2-172 yC36. A '1'F \� LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND Y�'U'V�'� «'F SCIUT SHOULD BE TAKEN PS SUCH CONTRACTOR SHALL FIELD -- /" VERIFY THE LOGATIONS OF EXISTING BY THE WORK UTILITIES REQUIRED CAT A5 REQUIRPATE � R A , A A, A AO,A AA / C / N M V •` A ` \ NOTE: OVERHEAuT1urlEs EXISTING GENA I 'Vv v v vV ��� �� �z_ A �- ` \ \ � BEEN MERGED AND AND AD NEW 2 TAX V MAP \ _ / V I X112' A. D TH, STORM / \ X �, \ � '\ NUMBER ASSIGNED BY SUFFOLK COUNTY LE C/ING',,POOL �\ (//77.3 REPLACES THE W1+ `OCD COVER I / ,� REAL PROPERTY ) 9 \ r / �'L •`- I I I��-/RIM EL 21`.50 A --WX�TING WELL` ".pi NUMBERS. $ !� ' . \ 9, FORMER 83-2-1 , 2 AND 17.2 TAX MAP )Ii LL A2 7 vXITING �ooL / v i v s �� NT �>>, c v� 6 1 A \ � o, �, �. RD/OM/TOILE75/ I /" s F � I i 4 � 3 1.12.09 TOWN REVISIONS MG CN 2 11.11.04 TOWN SUBMITTAL 1 8.18.08 TO LEGAL & ENV. REVIEWJBY „ I EXI�TINCp T(�EE 1 / ' REV DATE DESCRIPTION Ao_ ITINEV (TYP) A / X JAMES, CABALA & T / / ✓ i/ 'V v SEDIMENT FILTER AS SOC IAT E S, LLPk' / INLETS ,_ BAG 11 OVAL DRIVE moo- __- -- _ - _ SUITE 129 _ _ _ SILT FENCE -- --- - - ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 `°' FACSIMILE: 631.232.1536 JOB O BAE-00146_ - - 7eTEMPORARY DIVERSION r IF / OF SILT FENCE a W/I HAY BALES EHASZ GIACALONE PROP QTY LINE ELNE, ARCHITECTS, P.C. 431 CONKLIN STREET GA, FARMINGDALE, NEWYORK11735 _ao _ — _ TEL'(516 0 �� � — v �V v� A \\ \ 1 L I I u 1 I A 7•. v V )420 8383 FAX:(516)420 0195 \ / \ P \ 1 \ D , / z6 — z _/ % \ \ \\ \\ \ -- -54- - \ THESE PLANS ARE AN - - - -- - INSTRUMENTOFSERVICE / O Q / � /i/ ' ' z' 'az' - - _aa - - \ \\\\\ / \ \ \ \ \ \` - AND ARE THE PROPERTY i°o°H °oi° ❑i / -se_ ' V A A V v so, \ ” OF THE ARCHITECT 0°° EE ❑❑ ��� ,v /// `v A V Av A /' INFRINGEMENTS WILL BE o D. / / 6" _ - - - o _ v v v v PROSECUTED // / / / / - - -- _ _ - _-- ���_��� - - 4 __ --- ---\- _ _ -- -_ - -_ v / PROPERTY LINE V /-- PROJECT SANTORINI BEACH _ _ _ Z1p) RESORT 3800 DUCK POND ROAD // / . // / / ' � �Fs- ' -__ - - - - 1- - _ - - - - - - � \�\ �\ \3s`I -� I I / - � � � \\ - - _ •'\ CUTCHOGUE, NEW YORK 11935 q2- ---------- l z 1 1 1 I I DRAWING z / / / / /- / / ------- --- -- - - =- --- _ ----_ - _ __ 4a ` _ _ - - _ -_ - _ - i Q-`5'- D'C--F-- ---- ------------ ---- ----- - ------ ---- --- ----� fi / sz- _ _- - - - - - ---_— _— = 5EE)1 "1ENT CONTROL PLAN 4 DETAILS E X54_ - - _ - - - - - _ - - - - - - —_— — /• / ' J.a// - LAND NOW OR FORMERLY OF _ LAND NOW OR FORMERLY OF m NICHOLAS ALLIANO - PROPERTY LINE TIMOTHY T ST _ELE E JEANE P 5TEELE DATE 8/15/08 DRAWN BY MG _ SCALE As-NOTED CHECKED BY H5 / ,A, ( I / / f / /5n - - - - PROJECT SHEET 9 OF 9 / _ - _ � oenE oo14v DRAWING NO. - Ir EROSION & SEDIMENT CONTROL SITE PLAN 1 "=40' - 08 N/ '1'on3 i9i;, /✓ a or NEW yo LUMINAIRE SCHEDULE Type Symbol Manufacturer/ Catalog # Description # of p Lamp Description LLF Type Pole Mounted, 14'0" Above Grade. / U.S. ARCHITECTURAL Type IV Horizontal Segmented Reflector. 150 Watt ED17 Clear NATE: LINE OF: API-az T o P / D4 LIGHTING Single Luminaire Pole. HleH waTEP Pulse Start Metal Halide 0.77 8 Tot. EXISTING SITE LIGHTING TO BE REMOVED. / DSCPI-HR-IV-150PSMH/ Orient as Shown in Plan. XPK-RNTS144-11-CTBS 12,600 Initial Lumens het Pole Mounted, 14'0" Above Grade. U.S. ARCHITECTURAL Type II Horizontal Segmented Reflector. 150 Watt ED 17 Clear mss o�y�T D2 LIGHTING Single Luminaire Pole. 0 1F Al. orient as shown in Plan. Pulse Start Metal Halide 0.77 8 Tot. --s Fd y <� F�< DSCP1-HR-II-150PSMH 12,600 Initial Lumens xs. F� �9 XPK-RNTS144-11-CTBS NEW 4'H-l�HPlIN S �o �; o„ LINK FENGC / 2Fo, 01 ��o ��. vo Light Center At 3'0" Above Grade. / U.S. ARCHITECTURAL \o Q�r,�� S)01 F LIGHTING Clear Acrylic Fresnel Lens. 70 Watt ED17 Clear B � Cast Aluminum Rin 0.72 12 Tot. °N <�_ T BDAR5-FR-70MH g Metal Halide 5EAGH _i 1�� '. �, �c�o,F 5,400 Initial Lumens i; o1z TZ o I( COASTAL EROSION 7 HA_-ARG LINE IT _= E'�v15TIN, u_ °RESTAJRA T l OAU ' +" BUILDING - <W{ IN LINK U)Vp /' O O� ws�RpG �E� LLQ o� �1, ) , ��l i E �NG weLLw-1 �\ / \ e - xv3ar ` tb'' 9 N��6 j S`'�'� t •'v I T 'v t 3 ' r a 3,o t e o T o o P P 5 4 bd� \ ��'- •/� �� P^� , .SDi, v i 3a _ �E t toT is �� . � •v 1 �D 33v _ B - tla,"` O� 6S VA�. R`NRE ^mss A T9 9 2 t QIP ]J 2] 35 6 2 E 14 1 QA lvv� 9 v e D' ,�� 1� s N] 9P �.^TT � �A. - e T. E2 SI E2 AN O' / AN � oq e ';as \ 2i�-- P7 ]6 B3 Iq 03 s 4 n 06 j � \ EXISTING - - - - - p 6 ix 10 10 07 �0 o '>��� os o ( C1 T, It Ao] 09 0] . " 4� 0 6 oe •s "l ')-"f'i o9 v v ass 4 z V L ,mob-N of os� y i f A 2 6,6 sz V l3 0 4 pj� 115 '0 09 A��A� i G �1 2"`, ��E9A� ,�� 12,91-111 T-TY T 12 1111 Al2 10 2. 24 f4 11 Jl / o, 12 ' 19 oP y 1 P \ u 09 s 4 E9 10 0 O LO 'I\ 0 0 �{{ ; E. 1\ l: FXISTINC, B 2� a,0 4 , ��_ I Usl,p.2 F9 tE/ � SbdIMMING G)L 3, 51 PI p6 43 1 IL IF (! 20 r0 tB2 E / V �I e\ IF, / 23 � � V°T �� . _ 2 A 16AA A A 1� ] OVERHEAD UTILITIES_ 19 z� • - �� � D Iq ., , � - )=XISTING GABANA� t \v 1^I \ \ Bz s t z] + s b3- \ ' T t o 12. ]0 1 s s\ J, ". i _ W-2 ^ 6 19 1 DE 07 Ts 09 09 11 1 D i AV �l, �� 8 '•.\ �I 0 (1]y 13 l.z 1i 4 1. 1 �7 as h STING POOL 7 . L 3 2.11 7 ] �6�10 EOUIRMENT _ �5 /:%� ROOM/TOILETS 5 V B �� 4 V �� / T� �� 3 1.12.09 TOWN REVISIONS MG 2 1.11.0 TOWN SUBMITTAL MG EXISTING TREE 1 8.18.08T0 LEGAL & ENV. REVIEW MG ��� LINE (T-1- ) REV DATE DESCRIPTION BY JAMES, LASALA & ASSOCIATES LLP 1 ELECTRICAL SITE LIGHTING PLAN 11 OVAL DRIVE 1 40 SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB 11 08AE-00146 I DR RNTS SERIES 41 I _ ENGINEEAING DATA OPTIrS WALL MOUNT 13q rPs N!pn CTs WATT MAXI .•._ F EHASZ GIACALONE 4" - JrTMLE RC MEC P.C.aximum EPA "Square Feet 6TANNANOI AIIVHI I G�:.+TSI 1 t1- Catalog Maximum 100 MPH 90 MPH BU MPH 70 MPH ` ❑1Fm 431 CONKLIN STREET PAno FLAT TING Number PI%[,w91. HOLE FARMINGDALE, NEW YORK 11735 } I____2B•_ r TEL:(516)420-8383 FAX:(516)420-0195 FINITE 104-11 225 12.0 14.7 17.5 20.9 Ig" �B" I " "5CP25 ANTS 124-11 rss 94- 17.7 las n.z 2G 1260 INA IT MAXI I THESE PLANS ARE AN =MIT EI TenpesIlk,, INSTRUMENT OF SERVICE RNTS 194-11 136 zfi 9.0 9.3 11.9 RLLT(R.LE p S' I a AND ARE THE PROPERTY W TNTC 169-11 ,10 6.6 7.2 9.3 11.2 ❑COLI _�, INFRINGEMENTS WILL BE gnlTs zoom 100 36 4-.4 s.e zz � ° "E" �1 Yom, - -.„ OF THE ARCHITECT PHTs ia4-11 100 4.6 5.8 7.5 9.0COLLECTOR 4z" �`{� 4 r� � A� 1�r1 ,f'"� j{ {C-����y) FI'9lE`i GN A gLUMINLY ARM ANO 4, M Ir J,'v V1-. x :%,c•••... n APPROVED ✓ • PRSECUTED ,yy, RNTS 204-] 135 6.6 10.2 14.6 16.6 0 nV.• CAST ALUMINUM WALL SUACHET `�' - '� 'Iti' "'°'„ flNTS 240-T 110 3,2 5.8 6.9 13.1 t. GASR51E0 WIRE ACCESS FOR �.18� .. yl - - 1 '- ;u p' � .' - 1`T 1:1n �D PROJECT ASSEMBLY PROVIDED WITH BUILT ' % FlxnflElsuPPLV WIRE 50.NELNDN 5.676" � Il"a x+4-11-" �i� T F MEET UN 11 6 mA. ° '1 1-Iv:-h SANTORINI BEACH / gwppVE GflApE EryEI WALL PLATE 1--10-- .jl t q� `^'„� • •F J RESORT MP%v1- _3Y, VERTICAL RI95 T- Lr-zz'--� 3;. IOM17 ii - -_ . .'I Q :. T-50_ T, CD%TTDOEO ALUMINUM DA. _._� 3800 DUCK POND ROAD NSTRU[TION. pSCP � All above design[almlatimEs are based rn suaalnPtl wmtl,O(CPE 1 Ins WATT MgX.I '.�,1` M OWE UJITICna113 WVN quGL L NTERGPAL UST AWMINUM �J / TOPUTAID, PND HeI CL B6 MEN 11USUmtls 104 MPH gusts] 54-. I/2'DN BALLAST PUU51N5. - ,�5 k� raywr Cal CUTCHOGUE, NEW YORK 11935 r COI xOLES Ple ..-n0 - - YV v . . . - . o .. . . LSED.O G3 _ �, $+ M114 �$.'•w''W'' �. "^�4'...^rw^"" n ly 1-v','. - y DRAWING MOUNTING STYLES WALL MOUNT LAMP SIZE: SG-25B WATT XPK xvs 1 -A SPECIFICATIONS SPECIFICATIONS � I -T � .- i �_� �} -7 I Ti m 24° 29" SNAFT: 9' All"" AST. ATE. FROM HIGH GRPOE STRUCTURAL STEEL. TugE. SHAFT ROUSING: ONE PIECE HEAVY WALL ALUMINUM CONSTRUCTION WITH REMOVgpLE UALLPSi TRAY FOO SPECIFICATIONS CONFORMS iU ASTM-g506G5 SPECIFICATIONS MEETS OR E%LEEDS MINIMUM YIELD E P.A.LIp ST NFORV OF 95.000 P.51 WALL 'TITANESS 11 GA 1120 WALLIOfl ] GA I 'so WALLI EASY BALLAST ACCE55 NOU6ING: WALLBLE. USEROSE N RESIST ANA CAST SURROUND CONST TRAIN N- FULIP HEAVY AS Up ED CO. REINFOR E50 HAND HOLE IS FURNISHED WITH COVER. SHAFT IS wPLL EXTP VOEO VERTICAL 0125 AT 90' SURfl OUNO OPTIUL TRAIN � /` ,i ] LENS A56'Y: ONE PIECE HINGED HEAVY 6AU6C OIC DERMET ALUMINUM .DOOR FRAME SURROUNLIS 311G" IDES SYMMETRIC LIGHT -OL 1 SHED WITH GROUND LUG LOCATED INSIDE POLE UN WALL RPP p51TE HANG HOLE O OPTICAL TRAIN [FR1 CLEAR PRISMATIC POI YLAgEOLu iF REFNn FACTOR pgpV REAR TEMPERED GLASS LENS GLASS 15 SEALED l0 O WITH HIGHA TEMPERA NIiO OISTRIGU TIC. DEC OPATIVE CAR' MINUM RING GNIIRELY COMPOUNDS OPTICAL 42i. pp„ GA SE PLATE: FABRICATED FROM STRUCTURAL QUALITY HOT ROLLED STEEL MEETS OR E%CEEOS SILICONE OPTIVE TRURO 5[PEw O05H NGECAS LEND FnOME DU5LV NO ACTIVATES NTLES COHR MDER MINIMUMVIELO STRyNGTHOF 36000 P51 ..1TELESCOPES AND 15[IRCUMFFPENiIELLY ACWMINGk^ iD ALLOW LENS A55EMOLY WAV H -CNG FOR I _ PTION5: WELOEB TR OLE HAFT SLOTTED BOLT ES PROVIDE V FLEXIBILITY ON DITHER ACCESS WITHOUT THE USF OF TCOLS ]ABI DECORATIVE ANGLED SPUN ALUMINUM DEFLECTOR ENTIRELY SURROUNDS OPTICAL CHAMBER$IDE OF BOLI CIRCLE CENTERLINE OPTICS: CDMPUTER DESIGNED ONE PIECE SPECULAR SEGMENTED 510E DEFLECTORS COMBINE WITH AN fVRI CLEAR PPI5MATIC POLYD4HOONATE REFRACTOR PROVIDES 5YMMETRIC DATE 8�8�Q8 DRAWN BY ray m F---B� O6CPL` ANCHORAGE: III ANCHOR QDLIS FABRICATED FROM HOT ROLLED STEEL BAR, MINIMUM YIELD (250 WATT MA%I STP ENGTH pF 50 DDD P 5.1 BOLTS HAVE-I-"BEND ON ONE ENO ANp ARF THREADED ON OPTICAL SPECULAR TOT REFLECTOR I FRESENE P HIGHLY EFFICIENT SHARP NTOGF LIGHT pISTMIBUTION. -'.r •' OPTICAL ASSEMBLY IS POTAiABLE IN DO' INCP[M[NTS 6g5METINri: CLOSED CELL SILICONE t _ SCALE - THF OTHER END.eOLrs AD FULLY GA Lvnrv1z50 q.0 nPF FUR N1sHEO WITH t w0 NUTS r CHECKED BY ED IG.^'1 �' 3'10+ F'� I AND TWO WASHERS GA5NETIN6: CLOSED CELL EPDu, GASNETING CG MPPE5550 REAL OC LDDC DUMP 51NG WU5N5 IN LAMIP NOLBEO: MEDIUM BASE PORCELAIN 1- _ � r r AS-NOTED L, 4 U HF3PL LOM. A G C COMBINATION \VIiH A[CUHINGE"'TO PRESSURE REAL OPiICAI. CHAMBER SAfiE COVp6: 'ABDICATES FROM HEAVY GPUGE DUALITY CARBON STEEL TWO PIECE COVED LAMP: (2V OTHERS) DSCPI 14' 22' 13" CONCEALS BASE. LAMP HOLDER: MEDIUM OR MLGIJL LASE PORCELAIN LAMPNDLOGP EQUIPPED WITH FACTORY IN5TALLEO CO I, ' PHO IEl`T SHEET OF XPO OSCP25 IG' FIN19Xe POLYESTER POWDER COAT THE METAL SURFACE IS PRETREATEO BY DAN O BLAST LUICH mSCONNECT PLUS YELLED'[ E P F /LW.A. E KNIFE FORM Eq. -20' STARTING TEMPERAt LASUNE EL C'CTfl ICAC El J 1. PPpCE55 FOR MAXIMUM PAINT ACHE ION ELECTRRSTAiICALLY APPLIED POLYESAiER MPONGTS ARE MOUNTED TO A REMOVABLE BALLAST TRAY. BALLAST IS CUTICLES I 'l s 1 I 08AE-00146 WITH FACTpPY IN5TA LLE. UVICN DISCONNECT PWG 1 POWDER TpPCUAT IS BA'ED AI DO' TEM PEPATURE FOP MAXIMUM HARONE55 AND LAMP: IMV OiHERSI -r ! EXTERIOR UPPPILITY DRAFT: 5" CIA EXIFLUEO FROM 6053 ALLGI ALUMINUM - GALLA5T: H.PF./EWA.AUIO1HgNyFORMEIi.-2O'EiARTING iEMPIvHATIJRF ELC'CigICAW COMPONFNiE EXTRUDED ALUMINUM ARM AND EQUIPPED WITH FACTORY a+ 1l' "T, DRAWING NO. CAST AWMINUM WALL CROCHET ARE MOUNTED TD A REMDVAOL6 DALLAA1 THAI, DALLAS' IS ELIJIP ANCIIORA6E: WO WASHERS LLV GAL VAfg2E0 ANCHOR BOLTS EACH SUPPLIED WITH TWO NUTS AND 1 1 yy Q I 1 ASSEMBLY PROVIDED WITH BUILT ggCpE INSTALLCp LUICH DISCONNECT Plu6 ` „SIU I iI A✓ IN 6ASHETSO WERE ACCE55 FORCNIEH: POLYESTER POWDER COATSTATE BE THE ART 2D PSI PRE55URE POWDER WASH AT i 92• FIN TURE/SUPPI V WIRE CONNECTON. II]S WATT MAX.)MA%1 FINISN: POLYESTER POWDER COPT-STAT[ OF THE APT 20 P51 PRE55URE POWET WASTE M1i 19C' 110' TEMPERATURE NCOPPOES fES FDUR STEP IRON PHOSPHATE PROCESS TO 1 L f( ^� Q''P+A,T•I?•ltz \(. \` TEMPERATURE RINCOPPORPiES FOUR STEP IRON pHOSPHA iE PROCESS TO CLEANSE AND CLEANSE NO Pq ETfl IF 1HE METAL SURFACE FOR MAXIMUM PAINT UHE51ON - - _ I A v�• P ETREAT THE METAL SURFACE FOR MAXIMUM PAINT ADUE5IGN- E[TDPo Si ATICALLV EELECTPOSTgTICq LLV RET IC.TEXTURE.PDLVEASTEP Pp WOEN 1OPCOnA IS PARED AT �[I J 'r - S"trRERE D OO' EMPERANRE FOO MAXIMUM HARDNESS N. EXTERIOR OUgq BI LITV 1 j Y } APPLIED XA TEXT ORM OLUS HARP NEMS AN EXTERIOR al AHED AT OW WALL PLATE Co. LIGIIT DIDIS BDAmNS MPGRETUPE FOR MM1%IMUM HARDNESS %TEP OR OURAOII ITV I� Yj 11E:p^le I' DERNE C ARMS T'R U BED HEAVY UM NNU M TL1 GPL AM"ALEN5615TANT iEMPEREO 1 1 4 5 a tF:] A • n SL - ..0 • ... a �. rP.yTr ° y931I'�L /ill ® Y ExamHI N CONSTRUCTION.FDR AUDI IO A 12'DIA gEFLE[T00 15 FIELD f jL'/ O A OPTIONS SEE ARM SECTION L3ft'� Iq)110LE5 Lp TATAGLE N'C Nt.W /f' MAILING ADDRESS: PLANNING BOARD MEMBERS pF SO(/Tho Southold,P.O. Box 1179 11x71 DONALD J.WILCENSKI �Q lQ Chair OFFICE LOCATION: WILLIAM J.CREMERS w Town Hall Annex KENNETH L.EDWARDS ,� 54375 State Route 25 JAMES H. RICH III IDOR OIiY (cor. Main Rd. &Youngs Ave.) MARTIN C(7U ,� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 26, 2012 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Site Plan for Joint Industry Board of the Electrical Industry Located at 3800 Duck Pond Road, Cutchogue SCTM#1000-83-2-17.3 Zoning District: RR& A-C Dear Ms. Moore: The Planning Board, at their April 23, 2012 Work Session, found that the requirements listed in the letter dated April 9, 2012, specifically: the paving and completion of parking striping and the submission of an as-built site plan; have been completed based on the site inspection made April 13, 2012. The site is now in conformance with the approved site plan dated January 12, 2009, prepared by Ehasz Giacalone, Architects, P.C., certified by Harvey Bienstock, P.E. and the approved as-built plan dated April 12, 2012, prepared by John C. Ehlers. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Steven Paolini, JIBEI • MAILING ADDRESS: PLANNING BOARD MEMBERS OF S0 P.O. Box 1179 MARTIN H.SIDOR O�r yOl Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI ��'�COUrm Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE February 9, 2010 TOWN OF SOUTHOLD Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Final Approval: Joint Industry Board of the Electrical Industry Located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue SCTM# 1000-83-2-17.3 Zoning Districts: RR & AC Dear Ms. Moore: The Southold Town Planning Board, at a meeting held on Monday, February 8, 2010, adopted the following resolutions: The public hearing was closed. WHEREAS, this site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3-acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts, SCTM#1000-83-2-17.3; and WHEREAS, an application for a site plan was submitted on November 14, 2008, including the site plan prepared by Harvey Bienstock, P.E., dated August 8, 2008 and a Storm Water Prevention Pollution Plan (SWPP), dated September 21, 2008; and WHEREAS, on February 03, 2009, the Southold Town Planning Board accepted the application for review; and WHEREAS, on February 04, 2009, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, and LWRP Coordinator; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and Joint Board Page Two February 9, 2010 WHEREAS, on February 04, 2009, the Planning Board referred the application to the Suffolk County Planning Commission; and WHEREAS, on July 13, 2009, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board established itself as Lead Agency and, as Lead Agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on July 27, 2009, the Suffolk County Planning Commission recommendation, dated April 4, 2009, to approve the application with the condition that the new building be re-located out of the slope area was reviewed. The main reason for this condition appeared to be related to stormwater run-off and erosion concerns. The Planning Board also reviewed the Stormwater Pollution Prevention Plan supplied by the applicant and found that it mitigated the stormwater and erosion problems associated with building on slopes; and WHEREAS, on November 09, 2009, the Southold Town Planning Board, found that the mitigation proposed by the applicant was sufficient, and adopted a resolution to over- ride the Suffolk County Planning condition to re-locate the conference facility building by a majority plus one vote; and WHEREAS, on November 12, 2009, the Southold Town Zoning Board of Appeals granted a variance for the height of the building and the Special Exception for the additional (as-built) motel rooms and conference facility subject to the conditions that: 1. The area above the second story in the conference center facility be used solely as access to the open deck, lavatories, attic space, elevator; 2. No amplified sound shall be audible beyond the property line; and 3. All uses of the conference facility must be related to the use of the hotel/motel and utilized by the guests thereof; and WHEREAS, on January 13, 2010, the Suffolk County Department of Health Services issued a Permit (#C10-08-008) and approved the project and stamped the map; therefore, be it RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval to the site plan entitled "Santorini Beach Resort", prepared by Ehasz Giacalone Architects, P.C. and certified by Harvey Bienstock, P.E., originally dated August 8, 2008 and last revised on January 12, 2009, and authorizes the Chairman to endorse the site plan packet that includes the following drawings: Joint Board Page Three February 9, 2010 • C-01 Existing Conditions & Demolition Plan • C-02 Alignment& Scheduling Site Plan • C-03 Proposed Grading Site Plan • C-04 Proposed Utility Plan • C-05 West Motel & Restaurant Proposed Sanitary & Stormwater Drainage Plan • C-06 East Motel, Training Center and Cabana Sanitary & Stormwater Drainage Plan • C-07 Site Details & Notes • C-08 Erosion & Sediment Control Plan & Details • C-09 Site Lighting Plan A copy of the approved site plan packet is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer. If you have any questions regarding the above, please contact this office. �Very truly yours,, Martin H. Sidor Chairman Encls. cc: Suffolk County Dept. of Health Services Suffolk County Planning Commission Suffolk County Water Authority Michael Gaynor, Engineer Southold Zoning Board of Appeals MARTIN D.FINNEGAN SCOTT A. RUSSELL TOWN ATTORNEY • ra��2, • Supervisor martin.finnegan@townsouthold.ny.us 59 �r3F S0(/jyo JENNIFER ANDALORO ) ,`O ���' Town Hall Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY P.O. Box 1179 jennifer.andaloro@town.southold.ny.us � Southold, New York 11971-0959 LORI M. HULSE i� Telephone (631) 765-1939 ASSISTANT TOWN ATTORNEYOIyC�U Facsimile (631) 765-6639 lori.hulse@town.southold.ny.us ;/fin ', m-�I,? (� OFFICE OF THE TOWN ATTORNEY �F TOWN OF SOUTHOLD April 25, 2013 VIA EMAIL and FIRST CLASS MAIL Mr. Dana Christian New York State Liquor Authority 317 Lenox Avenue, 4`h Floor APR 2 62613 New York, NY 10027 RE: JIB Catering, Inc./New Liquor License Application Dear Mr. Christian: We are in receipt of a 30-day Advance Notice Form from JIB Catering, Inc. regarding their intent to pursue a Liquor License for a catering facility. Please be advised that the Town of Southold objects to the issuance of a catering facility Liquor License since the operation of a catering facility is not a permitted use of the subject premises under our Zoning Code. The Certificate of Occupancy for the premises designates its use as a Conference Center Facility for use only by Members of the Electrical Worker's Union that owns the Facility. The Site Plan approval for the premises did not contemplate the operation of a catering facility and as such there is not adequate parking on site to accommodate that activity. The Town of Southold respectfully requests that the applicant be denied a Liquor License for a use that is in violation of our Zoning Laws. Should you have any questions regarding this matter, please do not hesitate to contact me. Very truly you , . mnegan Town Attorney MDF/Ik cc: Robert S. Bookman, Esq. Hon. Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk Michael Verity, Chief Building Inspector Heather Lanza, Planning Director � Southold Town Planning Board Work Session - Page Two —April 23, 2012 ........................... Project name: James Creek Landing SCTM#: 1000-122-3-1.4 - Location: West side of Main Road, approx 280' south of New Suffolk Ave, Mattituck Description: This proposal is to subdivide a split-zoned parcel into five lots where Lot 1 equals 40,686 sq. ft.; Lot 2 equals 33,007 sq. ft.; Lot 3 equals 44,986 sq. ft.; and Lot 4 equals 43,520 sq, ft. in the R-80 Zoning District. Lot 5 equals 77,747 sq. ft. and is located in the B Zoning District. The open space is equal to 5.59 acres or 60% of the upland area. _ Status: Conditional PreliminaryApproval Action: Review draft letter to Agent Attachments: Draft Letter/Staff Report Project name: I North Fork Community Theater &'; SCTM#: 1 1000-141-4-26 & 32.1 Mattituck Presb tenan Church Location: 12700 Sound Avenue & 12605 NYS Route 25, Mattituck - ----- Description: I This proposed lot line change will increase SCTM#1000-141-04-26 (Lot 1)from 6,683 sq. ft. (.153 acres) to 17,964 sq. ft. (.412 acres). SCTM#1000 141-04 32.1 (Lot 2) will decrease from 113,809 sq. ft. (2.613 acres) to 102,528 sq. ft. (2.354 acres). The application required ZBA approval for side yard setbacks. Status: nditional Final Approval Action: Review draft deeds and for granting Final Approval _.. _. .. Attachments: Staff Report, Draft Deeds _ Project name: ( Joint Industry Bd. (Santorini) SCTM#: 1000-83-2-17.3 Location: 3800 Duck Pond Road, Cutchogue Description: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing mote, restaurant, pool and pool house on a conforming 12.3-acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. Status: Final, Pending Inspection Action: Discuss Final Site Inspection i Attachments: Project name: Mullen Realty, LP SCTM#: 1000-62-3-11 & 12 Location: 40 & 120 Cottage Place, s/e corner of Cottage Place & NYS Rt. 25, Southold Description: This amended site plan is for proposed parking area of 14 stalls for employees and over-flow customer parking on a 7,294 sq. ft. parcel in the General Business (B) Zoning District. Status: New Application Action: Review for completeness. Attachments: Staff Report Cummings, Brian A. From: Steve Paolini <spaolini@jibei.com> Sent: Thursday, April 05, 2012 11:19 AM To: Cummings, Brian A. Cc: Joe Doceti Subject: FINAL PLANNING SITE INSPECTION GOOD MORNING BRIAN, MY NAME IS STEVEN PAOLINI [COMPANY REP.]THIS IS IN REGARDS TO THE NEW TRAINING FACILITY LOCATED AT 3800 DUCK POND ROAD CUTCHOGUE N.Y. ON 4-3-2012 GARY FISH SHED INSPECTOR HAD FINAL WALK THRU AND ISSUED A FINAL C of O INSPECTION CERTIFICATE. NOW I WAS INFORMED THAT I NEED A FINAL PLANNING SITE INSPECTION IN ORDER TO OBTAIN A C of 0.THE JOINT BOARD IS LOOKING TO HAVE THERE FIRST CLASS ON THE WEEKEND OF 4-13-2012. I WOULD VERY MUCH APPRECIATE IF THE PLANNING DEPT WOULD HAVE THIS FINAL WALK THRU BEFORE THIS DATE AND ISSUE A FINAL C of O.THANK YOU VERY MUCH FOR ALL YOUR CONSIDERATION REGARDING MY REQUEST.STEVEN PAOLINI [COMPANY REP] APR 2 0 2012 > Submission Without a Cover Letter Sender: z� Cz Subject: SCTM#: 1(000 - Date: Comments:: APR 12 M MAILING ADDRESS: PLANNING BOARD MEMBERS ��q SO(/j�o F.O. Box 1179 MARTIN H.SIDOR �Q l0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDSGEORGE D. 54375 State Route 25 JOSEPH L.TOWN END �C�UN%�'t.`- (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum To: Members of the Planning Board From: Heather Lanza, Planning Director Re: Concept meeting with Joint Industry Board of the Electrical Union on proposed new road Date: May 14, 2010 On Wednesday, May 4, 2010, at the request of the applicant's agent, town officials met with the Joint Industry Board of the Electrical Industry and their agent, Patricia Moore, Esq., to discuss the concept of building a new road to access their recently approved site at the former Santorini Motel, located on the Long Island Sound, in Cutchogue, at the end of Duck Pond Road. The following were in attendance at the meeting: • Michael Verity, Chief Building Inspector • James Richter, Office of the Town Engineer • Peter Harris, Highway Superintendent • Heather Lanza, Planning Director • Martin Sidor, Planning Board Chair • Patricia Moore, attorney and agent for the applicant • Two representatives of the Joint Industry Board of the Electrical Industry, applicant The parcels involved in the discussion included the following: • Tax parcel: 83-2-17.3 (17.4 acres) (former Santorini Motel, subject of the recent Planning Board site plan approval) • Tax parcel: 83-2-17.1 (28 acres) (former owner Aliano, currently farmed) • Tax parcel: 83-2-16 (30 acres) (currently owned by Mr. McBride and currently farmed) A hand-drawn plan illustrating rough sketches of potential locations for a new road through the farmland from Oregon Road to the recently approved site of the motel and new building was presented by the applicants. The applicant provided the following reasons for the need for the new road: 1. The truck traffic for the construction of the new building will likely cause significant damage to Duck Pond Road, a town-maintained public street. 2. The truck traffic for the construction of the new building will likely create a safety hazard along Duck Pond Road and a nuisance to the many homes along that road. 3. The truck traffic for the construction of the new building will likely create a safety hazard within the site because the Joint Industry Board planned to have the motel and pool facility open during the construction, creating a conflict between families using the site and large construction trucks driving through the same parking lot. 4. The new road will be helpful in the future for delivery trucks to the new building to have access on a service road separate from the main road and parking lot. Much discussion occurred regarding the location of a new road, drainage issues surrounding the new road, as well as drainage problems created by stormwater runoff from the subject farms onto the neighboring residential parcels. Also discussed was a proposal by the applicants to change the lot lines so that the McBride farm parcel's lot lines would encompass the southern half of both their parcels, and the Joint Industry Board's parcel would encompass the northern half of the area (the applicant stated that this plan would only be feasible if Mr. McBride agreed to allow it— something they were not yet certain about). The r.o.w. was proposed to be accomplished in this case by a flag to Oregon Road. In the case that a lot line change was not agreed upon with Mr. McBride, a simple r.o.w. easement was proposed in various locations. The right-of-way is proposed to be 50' wide, with a 28' wide pavement (meeting town specifications for a street), and depending on its location, would be about 3,200 — 3,600 feet long. The applicant did not provide any information regarding future uses of the farmland parcel they own, except to state that in the short term it would remain in agricultural production. The issue of the golden nematode on some of the land affected by the road was brought up, as was the issue of the drainage problem from this property onto neighboring properties to the west. The Planning Director and Chairman of the Planning Board did not comment on whether, in their opinion, the plan was feasible as we did not have sufficient information in front of us to be able to do so. No consensus or agreements were reached among town officials as to the location of a new road, nor was anything agreed upon regarding whether a road was the best alternative. No final decisions were made as to the merits of any alternative plans presented. Everyone did agree that an amended site plan 2 0 0 application to the Planning Board would be the next step, as well as a re-subdivision application (lot line modification) if that was agreed upon by the owner of the other lot, and that both applications could be processed simultaneously. cc: Michael Verity, Chief Building Inspector James Richter, Office of the Town Engineer Peter Harris, Highway Superintendent Patricia Moore, attorney and agent for the applicant Howard Young, Young & Young Surveyors Joint Industry Board of the Electrical Industry 3 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 February 22, 2010 Attn: Martin Sidor, Chairman Planning Board Town of Southold PO Box 1179 Southold NY 11971 RE: E. AND C. PROPERTY HOLDING INC. AND EDUCATIONAL & CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY PROPERTY ADDRESS: 3800 DUCK POND ROAD, CUTCHOGUE SCTM: 1000-83-2-17.3 Dear Chairman Sidor and Board members: This is to confirm that pursuant to your procedures, you will hand deliver the resolution and signed Plans for the above referenced matter to the Building Department. Thank you. Very t�urs, _. Patricia C. Moore PCM/mr 1 ` a MAILING ADDRESS: PLANNING BOARD MEMS O f so P.O. Box 1179 MARTIN H.SIDOR �0�� y�lO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G • O 54375 State Route 25 JOSEPH L.TOWNSEND DONALD J.WILCENSKI Oly ..�1� (cor. Main Rd. &Youngs Ave.) COU0 N Southold,NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 8,2010 Amato&Associates,P.C. Att: Gregory R.Alvarez 666 Old Country Road, Suite 901 Garden City,NY 11530 Re: Site plan& Special Exception Consideration T-mobile Northeast, LLC at Presbyterian Church 27245 Route 25,Cutchogue S CTM#1000-109-2-17.1 Dear Mr. Alvarez; I'm writing in response to your revised site plans dated January 6,2010 and additional information submitted in connection to the Public hearing held on January 11,2010. Your submission has been reviewed and corroborated with an independent radio frequency engineer retained by the Town to assist in the review process. The following information is for your information and to be submitted for review and consideration by the Planning Board: I. The revised application still does not appear to have any provisions or specifications for safety signage as required by§280-70M(1)b. It is also not clear how church staff will be prevented from coming into contact with the radio antennas inside the building. Is any form of physical access control proposed?Safety signage and adequate access control are particularly important in this case.The general public and church staff (who are presumed not to be knowledgeable of radio frequency safety procedures)may have close physical access to the antennas and radio frequency equipment. Therefore, provide signage specifications and access control plans for the proposal. 2. The"Evaluation of Radio Frequency Emissions"report prepared by Scinetix Corporation dated October 2,2008 ("Scinetix Report')has apparently not been updated to comply with requirements of§280-70J.No sketches were provided to illustrate the relative locations of the various points of interest as required by§280- 70J(3). For your convenience, examples of the required sketches can be found in Figures 4—7 of FCC OET Bulletin No. 65.The Scinetix Report also refers to potential"...future co-locating carriers..."at the site but it does not provide an estimate of the power density contribution of such carriers as required by§280-70.I.(3). Based on the physical space iI Application for T-mobile Northeast, Cutchogue p,2 available in the steeple after the completion of the T-Mobile installation,it should be possible to determine how many additional carriers can be accommodated and to make a worst-case estimate of the maximum cumulative power density that can be expected. Please submit a revised radio frequency emissions report addressing the above requirements. 3. The revised site plans indicate that there will be a battery rack in the outdoor equipment area,but the types of batteries are not identified.Are these wet cell batteries?Will they produce fumes or the risk of chemical spills?Will containment measures and/or special ventilation be required? Please provide a more complete description of the battery plant and provide assurances acceptable to the Town that the installation will not create any unacceptable hazards. 4. The Engineering Report dated January 11,2010 indicates that the facility will produce a sound level of 57.93 dBA at nearest residential property line,which exceeds the standard of 45 dB called out in§280-71 A(2)ii4. Submit proposed mitigation measures to reduce the sound level and/or explain to that satisfaction of the Town that the sound levels produced will not be objectionable for consideration. 5. The revised site plans and Engineering Report do not seem to address any physical provisions for future co-locators as required by§280-72A(5). Please specify any provisions proposed for future co-locators, including the number of co-locators that can be accommodated and the nature and extent of any modifications to the building that would be required in the future. 6. The Radio Frequency Affidavit dated January 8,2010 includes propagation maps showing existing and proposed coverage patterns from existing sites,the proposed site and two potential existing co-location sites.However,these maps did not include coverage at-75dBm,-85dBm and-95dBm(plus any other signal strength levels deemed appropriate by the applicant),as required by§280-74B(1)d.Although the propagation maps that were provided refer to signal strength levels for"in-building,"in-vehicle,"and "on-street"coverage,no explanation of the applicant's objectives, standards and criteria for providing adequate signal strength, capacity and/or reliability was provided as required by§280-74B(1)e.For example,is there intent to provide in-building coverage throughout the Town?If so,how was the in-building signal strength objective arrived at and why is it applicable in this case?The applicant should provide the required information so that the Town can understand how particular signal strength objectives were arrived at,and why they are appropriate for the Town of Southold.This also provides a basis for comparison of various alternatives. Provide the required propagation maps and explanation of their coverage objectives and criteria as required by the Town Code. 7. Last,the proposed landscaping around the structure does not appear to meet the provisions for adequate screening around the equipment area intended to screen form view from all views. Please revise and resubmit for review. r' Application for T-mobile Northeast, Cutchogue p.3 I trust that this provides the information sought to process this application further. Should you have any question or need clarification on the above matter,please contact me anytime to discuss the matter. Upon completion of the revised site plan and its review,the matter will be scheduled for the Board's determination. Sincerely, Kristy Winser, Senior Planner cc: Planning Board Heather Lanza,Planning Director i i 0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, February 1, 2010 4:00 p.m. 4:00 p.m. Applications T' 1 Project name:-_.,,____.___[-This Joint Industry Bd. (Santorini _--------- SCTM#_J 1000-83-2-17_3_ Location: 800 Duck Pond Road, Cutchogue _ __ __-__ Description site plan is for the proposed con—struction of a- 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. Status: Site Plan Review Action: - Consider Final Approval and review draft resolution. Attachments: I Draft Resolution Project_name: _ Valero Service Station _ __LCTM#: 1000-102-5-26 Location: _ on the n/w corner of Main Road and Depot Lane, Cutchogue_ Description: This site plan is for the conversion of an existing automotive repair shop and gasoline service station to a convenience store and gasoline service station on _ an 18,473 _sq. ft lot in the Hamlet Business Zoning District. Status _ New Site Plan Action: - Set public hearing Feb. 8, 2010 for Mar. 8, 2010. Attachments: Draft Resolution ----- - --...............-------------------.._......----------------- ----- Project name: SCTM#: 85. -3-11.4 & 11.3 Raphael Vineyards 2009 Location: 39390 Main Road, Peconic Description: ' This amended site plan is for the construction of a 6,244 sq. ft. second winery D on a previously developed and approved 50.4-acre parcel in the --__.._._- _._._.-.--.-.-.----_-.-_- Agricultural Conservation Zoning District. - -- _ tus: StaNew Site Plan ------- ---- - -------- -----------------------------------....-------- -- Action: Set public hearinn Feb_ 8,2010 for Mar. 8, 2010_— - -- -------- - Attachments: Draft Resolution Pro ea name: Matt-A-Mar Marina SCTM# 1000-114-3-1 Location: Wickham Avenue, Mattituck ----- .-bei..------ - - --. - ------ ----- ... - --- .._.-.-.-..-._.. -.. ..__.... ---- ------------------ _____ption__ ex�sion of boat storage and offices ----- - ---- ------------- - --- Status: The eroved site�lan was extended to February9, 2010_ — Action Review draft resolution. I - - ---- Attachments: i Draft Resolution ----- - - --- -------------------------------------- ------— _Project name_ �Batta�lia, Joseph & Heidi -1SCTM#__1000 ________— Location: on the west side of Hobart Road, approximately 1,059 feet north from Terry Lane, Southold DescriptionThis is a standard subdivision to subdivide 95,846 sq ft. into two lots where Lot is 41,280 sq_ft_ and Lot Two_ is 54,074 sg ft. in the R-40 Zoning District. Status i Conditional Sketch_- Action: Review proposed house map/draft preliminary resolution. -- -- - - -- - --- j Attachments. Proposed House Map/Draft Resolution _ + —AAFMO LETTER lqw PATRICIA C. MOORE, ATTORNEY AT LAW al, 51020 Main Road < Southold,NY 11971 (631)765-4330 email:.pmooretcomoM(ns.4iet'T' - - DATE ' I �1 - U h ep TO .r_ j SUBJECT S� bLjhl — s-ems SIGNED Please replyNo repty necessary PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 January 21, 2010 HAND DELIVERED Attn: Martin Sidor, Chairman Planning Board Town of Southold PO Box 1179 Southold NY 11971 RE: E. AND C. PROPERTY HOLDING INC. AND EDUCATIONAL & CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY PROPERTY ADDRESS: 3800 DUCK POND ROAD, CUTCHOGUE SCTM: 1000-83-2-17.3 Dear Chairman Sidor and Board members: Attached please find a copy of the stamped Health Department approved plan. Would you please place this on your February meeting calendar and issue a resolution granting final approval. Thank you. V truly yours, P tricia C. Moore PCM/bp Office Location: so yolo Mailing Address: \( Town Annex/First Floor,Capital One Bank # 53095 Main Road 54375 Main Road(at Youngs Avenue) CO P.O. Box 1179 Southold,NY 11971 • �O Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765.1809 Fax(631)765.9064 FINDINGS, DELIBERATIONS AND DETERMINATION - MEETING HELD NOVEMBER 12,2009 y ZBA#6245: E & C PROPERTY HOLDING, INC.; EDUCATIONAL & CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY,Applicants LOCATION OF PROPERTY: 3800 Duck Pond Road, Cutchogue;CTM 1000-83-2-17.3 SEQRA DETERMINATION: The Town Planning Board, as Lead Agency,completed its SEQRA coordinated review and issued a Negative Declaration on August 3,2009. PROPERTY FACTS/DESCRIPTION: The subject property is a 16.59 acre parcel running 301.17 + 207.02 feet along the Long Island Sound to the northwest, 463.43 + 890.14 feet along the northeast boundary, 1,293.92 feet along the southern boundary, 58.98 feet along the southwest boundary, and 192.04 +432.12 along Duck Pond Road to the west. The property is improved by two 1'/2 story frame and masonry buildings, a restaurant building, and a single story frame building, as shown on a survey by John C. Ehlers, L.S.dated 08-11-2008, revised 10-02-2008 and 4-20-2009. BASIS OF APPLICATION: The applicant requests the following, based on the Building Inspector's amended October 20, 2008 and June 3, 2009 Notices of Disapproval: (a) Variance under Zoning Code Section 280-36 based on an application for a building permit to construct a new building which will exceed the code limitation of 2'/2 stories; (b) Special Exception under Zoning Code Section 280-35B to construct and establish use as a conference facility for member private training and education classes; (c) Special Exception under Zoning Code Section 280-35B concerning as-built Motel units in former accessory poolhouse building. ADDITIONAL INFORMATION: On November 7, 2008 this application was referred to the Suffolk County Planning Commission pursuant to General Municipal Law§239-m and Suffolk County Administrative Code §§A14-14-23. The Suffolk County Planning Commission issued its reply on December 2, 2008 stating that this application"was considered a matter for local determination as there appeared to be no significant county-wide or inter-community impacts. Thereafter and upon the applicant's submission for variance relief with respect to the construction of the conference center on a slope greater than 20%, a second referral was ~ Page 2-November 12,2009• • ZBA#6245- E&C PROPERTY HOLDING, INC.; EDUCATIONAL&CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY,Applicants CTM Parcel#1000-83-2-17.3 this application was considered a matter for local determination as there appeared to be no significant county-wide or inter-community impacts. Thereafter and upon the applicant's submission for variance relief with respect to the construction of the conference center on a slope greater than 20%,a second referral was made to the SCPC. We note that the SCPC recommended a denial of the slope Variance under ZBA File# 6314. That application is addressed in a separate determination of this Board. FINDINGS OF FACT The Zoning Board of Appeals held public hearings on this application on April 23, 2009 and October 1,2009 at which times written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property,and other evidence,the Zoning Board finds the following facts to be true and relevant: VARIANCE UNDER 280-36 REASONS FOR BOARD ACTION On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings with respect the requested height variance: it 1. Town Law ,267-b(3)(b)(1). An undesirable change will not be produced in the character of the neighborhood of a detriment to nearby properties. With respect to the height of the meeting house, the building will be is integrated into the existing slope. The building was conceived as 2'%stories.Whether the building is determined to have 2 '/z or 3 stories, its height would neither have a negative impact on the neighborhood nor detriment to nearby properties. The western entrance, which is at basement level, is at grade level andprovides handicap access from the level of the motel units directly into the building. The meeting rooms are on the first floor above the basement. The rear of the building opens to the east on that upper level. The putative"third floor"is a space above the first floor over the basement and is to be utilized solely as an egress path to an open deck area and contains"attic space." 2.Town Law 26?-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by any method feasible for the applicant to pursue other than area variances. The property is sloped on its eastern side, requiring the use of steep hill for construction meeting house, with front and rear entrances on different levels. The meeting house cannot reasonably be located closer to the living units. 3. Town Law 267-b(3)(b)(3). The relief requested is not substantial. The area above the second story largely consists,of what is traditionally categorized as "attic space." It will be used for storage, lavatories, elevator,stairway, and hallway for access to the roof top deck. ;r 4. Town Law 267-b(3)(b)(4). The difficulty has not been self-created, insofar as it is a result of the existing topography. 5. Town Law 267-b(3)(b)(5). No evidence has been submitted to suggest that the building will have a significant adverse impact on the physical or environmental conditions in the neighborhood. The applicant has submitted evidence to the satisfaction of the Board that any impacts caused by the construction of the building will be mitigated to the maximum extent possible. The building is located more than 200 feet from the Long Island Sound. The building will be built into a hill on the eastern side. One hundred feet of the property along the eastern boundary will be preserved and remain wooded. Page 3-November 12,2009• • ZBA#6245- E;&C PROPERTY HOLDING, INC.; EDUCATIONAL 8 CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY,Applicants CTM Parcel#1000-83-2-17.3 6. In consideration of the criteria,the Zoning Board of Appeals determines that the benefit to the applicant if this variance is granted outweighs the minimal detriment to the health, safety and welfare of the neighborhood by such grant. SPECIAL EXCEPTIONS FOR A CONFERENCE FACILITY AND MOTEL UNITS STANDARDS/REASONS FOR BOARD ACTION After review of the requirements set forth pursuant to Chapter 280 governing uses by Special Exception review, and on the basis of testimony presented and personal inspection,the Board finds: 1. Granting a Special Exception under Zoning Code Section 280-35B concerning as-built Motel units in a former accessory poolhouse building follows the code-required conditions that were satisfied by the existing motel prior to itsacquisition by the applicant. (a) The parcel is over 16 acres in size and hence exceeds the 5 acre minimum. (b) The maximum number of guest units shall be: [1] One unit per 6,000 square feet of land without public water or sewer [2] One unit per 4,000 square feet of land with public water and sewer. (c)No music,entertainment or loudspeaker system shall be audible from beyond the property line. (d)The maximum size of a guest unit shall be 600 square feet. The applicant provided proof that it had obtained public water, however, there is nothing in the record indicated that the property is serviced by public sewer. As such, the one unit per 6,000 sq. ft. requirement is applicable. The maximum size of each guest unit is proposed at 600 square feet(or less to meet code). 2. Granting a Special Exception under Zoning Code Section 280-35B to construct and establish use as a conference facility for member private training and education classes is provided; the meeting house will be used by the same members who occupy the motel. The conditions listed therein will be satisfied. 3. In addition to the criteria set forth in §280-35B, the additional (as built) motel rooms and conference center as proposed are subject to the criteria set forth in Article XXV of Chapter 280. Upon review of the consideration of the criteria set forth in §280-143, the Board determines that the proposed uses are in harmony with the zoning ordinance and will not adversely affect the neighborhood when meeting the code requirements. 4. In addition,the Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds that: A) The use of the property as a motel and conference facility and related activities as proposed will not prevent the orderly and reasonable use in this zone district and adjacent districts. The adjacent property on the north is the+Long Island Sound, on the east by a single-family residence, to the south by properties zoned Agricultural Conservation(AC) opposite Duck Pond Road is a development of single-family homes in the residential zone district. B) This use will inot prevent orderly and reasonable use of permitted or legally established uses in this zone district or adjacent use district. Page 4-November 12,200 • ZBA#6245- E&C PROPERTY HOLDING, INC.; EDUCATIONAL&CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY,Applicants CTM Parcel#1000.83-2-17.3 C) The safety;:health, welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and its location. D) The use will be in harmony with and will promote the general purposes and intent of the code. E) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility,scale and overall appearance. F) The structures,equipment and material will be accessible for emergency protection. RESOLUTION OF THE BOARD: In considering all of the above factors, and in considering all of the above factors and applying the balancing test under New York Town Law 267-B, a motion was offered by Member Simon, seconded by Member Weisman,and duly carried,to GRANT the variance for the height of a building as applied for and shown on the survey plan last revised 04-20-2009 prepared by John C. Ehlers, Land surveyor concerning the area proposed above the second-story; and to GRANT the Special Exception for the additional (as-built) motel rooms and conference facility as applied for,subject to the CONDITIONS that: 1. The area above the second story in the conference center facility be used solely as access to the open deck, lavatories,attic space, elevator;and 2. No amplified sound shall be audible beyond the property line; and 3. All uses of.the conference facility must be related to the use of the hotel/motel and utilized by the guests thereof. Vote of the Board: Ayes: Members Goehringer(Chairman), an a ider. Absent was: Member Homing. This Resolution was duly adopted GW P.Goehringer, Chairman pproved for Filing 11/// /2009 Office Location: O��r3F so�Tyol Mailing Address: \`a Town Annex/First Floor,Capital One Bank # 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1179 Southold,NY 11971 • ,O Southold,NY 11971-0959 o��COUNV,N http://southoldtown.northfork,net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765.1809 Fax(631)765-9064 FINDINGS, DELIBERATIONS, DECISION MEETING HELD NOVEMBER 12, 2009 ZBA FILE#6314-E and C PROPERTY HOLDING, INC.and EDUCATIONAL&CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY PROPERTY LOCATION: 3500 Duck Pond Road,Cutchogue adjacent to L.I. Sound, CTM Parcel 1000-83-2-17.3 (former owner: Demetriades, Santorini Restaurant/Motel). SEQRA DETERMINATION:The Town Planning Board completed its SEQRA coordinated review of this Unlisted Action and issued a determination of non-significance and granted a Negative Declaration for the proposed action on August 3,2009. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated December 2, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county- wide or inter-community impact. LWRP/EXEMPT: This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: The subject property is a 16.59 acre parcel running 301.17+207.02 feet along the Long Island Sound to the northwest,463.43+890.14 feet along the northeast boundary, 1,293.92 feet along the southern boundary, 58.98 feet along the southwest boundary,and 192.04+432.12 along Duck Pond Road to the west. The property is improved by two 1 Y2 story frame an8 masonry buildings,a restaurant building, and a one story frame building,as shown on a survey by John C; Ehlers, L.S.,dated-08-11-2008 and revised on 10-02-2008 and 4-20-2009. BASIS OF APPLICATION•o The applicants request a Variance concerning an application for a drainage control permit based on the Building Inspector's June 3, 2009 Notice of Disapproval under Section 280-236(13), for the reason that the site plan shows a land area having a slope greater than 20%for the construction of the proposed meetinghouse building FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 29, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the:following facts to be true and relevant: RELIEF REQUESTED: The applicant proposes to construct a new 18,000 sq. ft. meeting house/conference center that will be built into the side off a hill on the eastern side of the subject property with slopes greater than 20%.This location allows the rear of the building, at the highest natural grade, to provide handicapped access adjacent to parking and to reduce the visual scale and impact of the structure on the site. Page 2—November 12,2009 • • ZBA#6314—JOINT INDUSTRY BOARD AND E&C PROPERTY HOLDING, INC. CTM Parcel 1000-83-2-17.3 ADDITIONAL INFORMATION: In a letter dated August 5, 2009,the Suffolk County Planning Commission recommended denial of the variance with respect to the location of the proposed meetinghouse on slopes greater than 20% because of the potential erosion and storm water run-off problems and recommended relocation. The Southold Town Planning Board submitted a letter to the Board of Appeals dated August 3, 2009 agreeing to override the Suffolk County Planning Commission recommendations and supporting the variance relief as applied for with regard to the location (and the 3 story height, under application#6245)of the proposed meetinghouse on the basis that the applicants submitted a SWPP plan that addressed all concerns about erosion and storm water runoff and that they would be adequately controlled during and after construction. The Planning Board noted that the SCPC, at the time of their decision, did not have the benefit of reviewing the storm water pollution prevention plan (SWPP), and were also under the misconception that the slope was a bluff located on the shore and might need bulkhead support. REASONS FOR BOARDkTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following.Andings: 1. Town Law 4267-b(30)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The location of the proposed 18,000 square foot meetinghouse on a steep slope on the far easterly side of the property was chosen so that the building is at the greatest possible distance from the entry to the site and the residdritial properties to the west. Building into a hill side will reduce the visual impact and scale of the proposed building and most of the wooded area nearby will be retained.The rear wall of the meetinghouse is designed to act as a retaining wall with footings which provide anchors and will prevent erosion. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,otherahan an area variance because the property is sloped on its eastern side, requiring the location if the proposed meetinghouse an a steep hill with front and rear entrances on different levels. The meeting house cannot reasonably be located closer to the living units on this"campus style"conference facility. r 3. Town Law&267-b(3)(bfi(3). The amount of relief requested is not substantial. Stone water drainage and erosion control will be achieved by the proposed SWPP, in addition to the use of gutters, leaders, and drywells as per code. Building into a slope will cause minimal disturbaflce to the site. 4. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created in so far as it is the result of the existing topography on the subject property f 5. Town Law 6267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact On the physical or environmental conditions in the neighborhood. One hundred feet of the property along the eastern boundary will be preserved and remain wooded. The building is located more than 200 feet from the Long Island Sound. The Towns Engineer has reviewed the site plan and the SWPP in relation to the location of the proposed meetinghouse and has stated that erosion control is adequate for the 20% and greater slopes and that proposed drainage is adequate. The SCPC acLinowledged that the overall design of the proposed meetinghouse would meet the Commissions guidelines for energy efficiency and natural surveillance (see letter from the Planning Board dated August 3, 2009) A storm water discharge plan has4ieen completed on the west side of the property and will capture the water runoff from Duck Pond Road e 6. Town Law 6267-b. Granit of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a meetinghouse on a slope greater than 20%, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Weisman,seconded by Member Simon,and duly carried,to Page 3—November 12,2009 • • ZBA#6314—JOINT INDIfSTRY BOARD AND E&C PROPERTY HOLDING, INC. CTM Parcel 1000-83-2-1T3 GRANT the variance as applied for,and shown on the John C. Ehlers survey dated 08-11-2008, revised on 10-2-2008 and revised 04-2072009. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 1. Vote of the Board: Aye : Members Goehringer, Simon, Weisman er. ber Homing was absent. This Resolution was duly adopt�gd(4-0). Gera .Goehringer,Chairman roved for Filing ll/,/&'12009 Ili /n MAILING ADDRESS: PLANNING BOARD MEM"• ��0� SUUTyo • South 1Box 1179 11971 MARTIN H.SIDOR �� �� Chair y_ # OFFICE LOCATION: WILLIAM J.CREMERS u+ -Ic Town Hall Annex KENNETH L.EDWARDS G �p- 54375 State Route 25 GEORGE D.SOLOMON '�`O (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND IyCQUM`{�� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 10, 2009 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for the Joint Industry Board of the Electrical Industry Located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue SCTM#1000-83-2-17.3 Zoning District: RR, AC Dear Ms. Moore: The Southold Town Planning Board, at a meeting held on Monday, November 9, 2009, adopted the following resolutions: The public hearing was closed. WHEREAS, this site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3-acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts, SCTM#1000-83-2-17.3; and WHEREAS, an application for a site plan was submitted on November 14, 2008, including the site plan prepared by Harvey Bienstock, P.E., dated August 8, 2008 and a Stormwater Prevention Pollution Plan, dated September 21, 2008; and WHEREAS, on February 3, 2009, the Southold Town Planning Board accepted the application for review; and WHEREAS, on February 4, 2009, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Suffolk County Planning Commission, Town Engineer, Architectural Review Committee, Cutchogue Fire District, LWRP Coordinator; and Joint Industry Board Page Two November 10, 2009 WHEREAS, the comments from the Town Engineer, Architectural Review Committee, Cutchogue Fire District, LWRP Coordinator were accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on March 09, 2009, a comment was received from the Suffolk County Planning Commission pursuant to the requirements of Sections A 14-24 of the Suffolk County Administrative Code to approve the project subject to condition (1) One stating that the location of the conference facility shall be moved away from the natural steep slopes and wooded areas to limit their disturbance and the creation of potential erosion and stormwater run-off problems; and WHEREAS, on July 13, 2009, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board established itself as lead agency and, as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on July 27, 2009, the Southold Town Planning Board reviewed the conditions from the Suffolk County Planning Commission and determined that the application, including their Stormwater Pollution Prevention Plan, adequately mitigated all concerns related to the location of the building as proposed; be it therefore RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board has found that the location of the conference facility building is satisfactory as proposed, and hereby overrides the Suffolk County Planning Commission's condition to re-locate the building. If you have any questions regarding the above, please contact this office. �Very truly yours, J, Martin H. Sidor Chairman cc: Suffolk County Planning Commission i MO LETTER PATRICIA C. MOORE, ATTORNEY AT LAW PQ 51020 Main Road Southold,NY 11971 (631)765-0330 email:pcmooret®optonline.net DATE TO SUBJECT 14C 1 wV I O S 12, c 1j b�S C i?P� y� C c=7�Yz -M ) �L 6 FJ A501& . 12 SI ED Please rep ly necessary ..rg. __... 7192 b46_ _. > a A v c o H e c —i N 7 0 2 O H 4. Restricted Delivery? A Service TyP4 PATRICIA C• MOORE ESQ• l m a z z n CERTIF m n K a 51020 MAIN ROAD (extra Fee) []YesN o SOUTHOLD NY 11971 i 2. Article Number o o v 0 7192 6463 3110 0000 a `—' ❑ �' A u R � m A. SI n re: Address• o•❑ gent) IIIIII(IIII IIII 1111111111111111111111 & Received (Please Print Clearly) 7192 6463 3110 0000 56 L<T E ZS f��l- ars z C. Date of Delivery . Article Addressed To: H 6'' H n r n a ib Z r N Z mao n Moll 6-.. 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Article Addressed To: T! � Iw. °_: T .ado DAVID & STEVEN ZUHOSKI ^ a o D.Addreeses'$Address fnaaw.wrwnaaw...uraMi•�M PO BOX 277 1 CUTCHOGUE NY 11935 q 3 m �. swAna•rY��7.Vii•I Ipr:r Flwr(Plww PrirM C ) 4. Restricted Delivery? 3.Service Till n' . PATRICIA C• MOORE ESQ. , t 51020 MAIN ROAD (Extra Fee) 0Yes CERTI SOUTHOLD NY 11971 1 Article Number > nrz � 7192 6463 3110 000C a o H ^ en nun x s .l x n r e� i nature Ad essee o AA 7) IIIIII III II IIII II Illl�l�llllllll I I m y > m z 0 c- B. ece (Please Print Carly) 7192 6463/31 "D 'oDaO S. "c z = o W rru = n " S ( k•' 0 f`1 3 N O N llJ � v a s t w o C. Date of De ery 1. Article Addressed T 4� Wee 3 it < D j" (n n C3 W o 7 m w a y D.AddresseasAddr Inom.�mc� Am,...mwnys.•e•e NICHOLAS AL AIg _ N C3 11 SAILOR CO�i i ee o assesses C3 C3 MILLER PLACE NY 11764 r^ c — 1 cSI ............................ (Plwas Ptl SeaonELry Aatlno I Sults/Apt.I pl•er nl CreArtyl tr O i to o o N oeiiv«r Aaares it...................................... . ...........ZIP Cda 'I—bn— r _ • r • PLANNING BOARD TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY SIGN POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-83-2-17.3 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, PATRICIA C. MOORE residing at 370 Terry Lane, Southold, New York being duly sworn, depose and say that: On the 29`" day of October, 2009, 1 personally placed the Town's official Poster, with the date of hearing and nature of the application noted thereon, securely upon the property, located ten (10) feet of the front property line facing the street(s) where it can easily be seen; and that I hereby confirm that the Poster has remained in place for seven days prior to the date of the subject hearing date, which hearing date was shown to be MONDAY, NOVEMBER 9, 2009 at 6:10 p.m. PATRICIA C. MOORE Sworn to before me this J day of November, 2009. otary Publi BETSYA.PEWNS tim"Pudic.Sl of NMY&k No.o1PE 6130636 Q,n,lifbd M SOtlo,k COUM �p,mMion fckpkm J,dY 18 "near the entrance or driveway entrance of the property, as the area most visible to passersby. • r • PLANNING BOARD TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------x In the Matter of the Application of AFFIDAVIT JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY OF (Name of Applicant) MAILINGS CTM Parcel #1000-83-2-17.3 -------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, BETSY PERKINS, residing at Mattituck, New York, being duly sworn, depose and say that: On the 23RD day of October, 2009, 1 personally mailed at the United States Post Office in Southold, New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in prepaid envelopes addressed to current owners shown on the current assessment roll verified from the official records on file with the ( X ) Assessors, or ( ) County Real Property Office , for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Si nature) BETSY PER i Sworn to before me this S7H day of Qetet3ef, 2009 r/o�EmsE� (No ary Public) MARGARET C. RUTKOWSKI Notary Public.State of New York No. 4982528 oualffied in Suffolk County Commission Ettplres June 3,_ oil PLEASE list, on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. Thank you. JOINT BOARD NEIGHBOR LIST JOYCE LONDON & OTHERS NICHOLAS ALIANO ATTN: SUZANNE DELLACORTE 11 SAILOR COURT 185 OLD CHURCH LANE MILLER PLACE NY 11764 POUND RIDGE NY 10576 SCTM: 1000-83-1-12 SCTM: 1000-83-2-3 JOHN CLAUDE BAHRENBURG NICHOLAS ALIANO VERONICA HELLEMAN 11 SAILOR COURT PO BOX 978 MILLER PLACE NY 11764 CUTCHOGUE NY 11935 SCTM: 1000-83-1-11 SCTM: 1000-83-1-13 GUS & CATINA MONOGIOUDIS 910 GLEN COURT THOMAS & KATHLEEN MANGIAMELE CUTCHOGUE NY 11935 3180 DUCK POND ROAD SCTM: 1000-83-1-14 CUTCHOGUE NY 11935 SCTM: 1000-83-2-19.7 DAVID & STEVEN ZUHOSKI KEN PEARSALL PO BOX 277 3205 DUCK POND ROAD CUTCHOGUE NY 11935 CUTCHOGUE NY 11935 SCTM: 1000-83-2-13.8 SCTM: 83-1-15 RICHARD & JAMES MCBRIDE 10625 OREGON ROAD EZIO & GIULANA VLACICH CUTCHOGUE NY 11935 PO BOX 1189 SCTM: 1000-83-2-16 CUTCHOGUE NY 11935 SCTM: 1000-83-2-4.2 DUCK POND ROAD ASSOC. LLC C/O J. KRUPSKI 9385 OREGON ROAD CUTCHOGUE NY 11935 SCTM: 1000-83-1-32.3 NICHOLAS ALIANO 11 SAILOR COURT MILLER PLACE NY 11764 SCTM: 1000-83-2-17.1 - -- - - ----- RECEIPT RECEIPT RECEIPT 7192646RECEIPT100005602 ]192 6463 3110 0000 5572 7192 6463 3110 00X0 55% 7192 6463 3110 0000 5558 FROM: FROM: FROM: PATRICIA C. MOORE ESQ. FROM: PATRICIAC. MOOREESO. PATRICIAC. MOOREESO. RE: PATRICIAC. MOOREESQ. RE: RE: RE: SEND TO: SEND TO: I SEND TO: SEND TO: DAVID a STEVEN ZUHOSKI NICHOLAS ALIANO GUS B CATINA MONOGIOUDIS PO BOX 277 JOYCE LONDON S OTHERS 11 SAILOR COURT 910 GLEN COURT CUTCHOGUE NY 11935 ATTN.SUZANNE DELLACORTE MILLER PLACE NY 11764 CUTCHOGUE NY 11935 185 OLD CHURCH(ANE POUND RIDGE NY 10576 FEES: FEES: FEES: Postage FEPosstage 044 Postage 0.44 Postage 044 Cartifi Fee 2.80 Portage Fee 2.84 CertRed Fee 280 Certifod Fee 2.80 Realm Receipt Rept 230 Raturn Recept 2.30 Return Receipt 2.30 Return Receipt 230 RBstricted Reelncted Restricted TOTAL ` ,e�'I-- - TOTAL_ $5.54 TOTAL $5,54 $5.54 Ttli.�SL $5.54 (, , POSTMARK OR DATE �ORK OR DATE POSTMARK OR DATE POSTMARK OR DATE i' Gt` ci, RECEIPT RECEIPT RECEIPT RECEIPT 7192 6,163 3110 0000 5619 7192 6483 3110 0000 5626 7192 6463 3110 0000 5565 7192 6463 31100000 5589 FROM: FROM: FROM: PATRICIAC. MOOREESO. PATRICIAC. MOOREESO. FROM: RE. RE: PATRICIAC. MOOREESQ PATRICIA C. MOORE ESO. RE. RE' SEND TO: SEND TO: SEND TO: RICHARD 8 JAMES MCBRIDE DUCK POND ROAD ASSOC.LL( SEND TO: 10625 OREGON ROAD NICHOLAS COURT NICHOLAS COUALLART 3138 J.OREGON I 11 SAILOR COURT M SAILOR COURT CUTCHOGUE NY 11935 9385 OREGON ROAD MILLER PLACE NY 11764 MILLER PLACE NV 11764 CUTCHOGUE NV 11935 FEES: FEES: FEES: FEES: Postage 0.44 Postage 0.44 Postage 044 Postage 044 Certified Fee 2.80 Candied Fee 2 BO ReWrn Receipt 2.30 Return Receipt 2.30 Return Fee 2.30 Rat.c.nM Fee 280 Restricted Return Receipt 2.30 Return Reuipt 2.30 ResMwYed Restnct" ,,. Restricted TOTAL $5.54 TOTAL $5.54TOTP��Y'' TOTAL $5.54 POSTMARK OR DATE POSTMARK OR DATE p MARK.Q�BATE POSTMARK OR DATE ,,, 777 RECEIPT RECEIPT RECEIPT RECEIPT 7192 6463 3110 0000 5664 7192 6463 3110 0000 5633 7192 6483 3110 0000 5640 7192 6463 3110 0000 5657 FROM: FROM: FROM: FROM: PATRICIAC. MOOREESO. PATRICIAC. MOOREESQ PATRICIAC. MOORE ESQ. PATRICIAC. MOOREESQ. RE: RE: RE. RE. SEND TO: SEND TO: SEND TO: SEND TO: JOHN CLAUDE BAHRENBURG THOMAS 8 KATHLEEN MANGIA KEN PEARSALL EZIO 8 GIULANA VLACICH VERONICA HELLEMAN 3180 DUCK POND ROAD 3205 DUCK POND ROAD PO BOX 1189 PO BOX 978 CUTCHOGUE NV 11935 CUTCHOGUE NY 11935 CUTCHOGUE NY 11935 CUTCHOGUE NV 11935 FEES: FEES: FEES: FEES: Postage 044 Postage 044 Postage 0.44 Postage 044 Certdied Fee 2.80 Certiflled Fee 230 Cartr1*1 Fee 2.80 Certified Fee 280 Return Receipt 2.30 Return Receipt 2.30 Return Receipt 2 30 Realm Racase 2,30 Restncted Restricted Restricted Restricted TOTAL $5.54 TOTAL $5.54 TOTAL $5.54 TOTAL $5.54 POSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE POSTMARK OR DATE PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 October 23 , 2009 CERTIFIED MAIL RETURN RECEIPT REQUESTED RE: . PROPOSED SITE PLAN FOR THE JOINT BOARD OF THE ELECTRICAL INDUSTRY PROPERTY: E/S DUCK POND ROAD, APPROX. 450 FEET EAST FROM DEPOT LANE, CUTCHOGUE, NEW YORK SCTM: 1000-83-2-17 . 3 Dear Neighbor: I represent the above with regard to their site plan application. The Southold Town Planning Board has scheduled a Public hearing and I am enclosing the Notice to Adjacent Property Owners . The hearing on this matter has been scheduled for MONDAY, NOVEMBER 9, 2009 at 6 : 10 p.m. at Southold Town Hall . If you have any questions, or you wish to support this application, please do not hesitate to contact me . eTy truly yours, PatriciaC. oore enc Ps enc s . C: JOINT BOARD (via email) 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#1000-83-2-17.3; 3. That the property which is the subject of this application is located in the A-C and R-R Zoning Districts; 4. That the application is the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site. The property is located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd Fl., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. The office will be closed November 3`d Information can also be obtained via the internet by sending an e-mail message to: Carol.Kalin @town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, November 9 2009 at 6.10 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: E & C Property Holdings, Inc./Joint Industry Board of the Electrical Industry Date: 10/14/09 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, November 2, 2009 4:00 p.m. 4:00 p.m. Site Plans and Subdivisions Project name: CJCI, Corp. SCTM#: I 45-4-4.1 Location: 74495 NYS Route 25, approx. 734'w/o Moores Lane on the n/s/o NYS Rte 25, Greenport. Description: Site plan to construct an 8,960 sq.ft. building with the first floor containing, retail space, contractors business office, garage storage and a 2nd floor apartment on 1.036 acres. B zoning district. Status: New site plan Action: Review site plan and timeline to update the Board. Attachments: Staff Report with Timeline Project name: Joint Indust Bd. (formerly Santorini SCTM#• 1000-83-2-17.3 Location: End of Duck Pond Rd. Approx. 450' east of Depot lane, Cutcho ue. Description: Site plan to construct an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on 12.3 acres partiallylocated in the Resort Residential zoningdistrict. Status: New site Plan Action: Review resolution to override S.C. planning commission condition. Attachments: Resolution Project name: Chase Bank- Mattituck SCTM#: 1000-143-3-33.2 Location: 10300 NYS Route 25, 133' +/- east of Marlene Lane & NYS Rte 25, Mattituck Description: Site plan to construct a 4,200 sq. ft. bank with two drive-through bays on 2.59 acres the B zoning district. Status: Site Plan Review Action: Review resolutions to set the public hearing for 12/14/09 and SEQRA determination. Attachments: Resolution Project name:_— Breeze Hill Farm -----1 SCTM#- 1000-1000-74-1-36 Location: 31215 CR 48, Peconic, 609' west of Hen 's Lane, Peconic Description: This proposed site plan is for a new horse barn (1,819 s.f.), a new farm crop storage building/barn which will total 1,358 sq. ft., to build an addition to a masonry building for a farm office (2,674 sq. ft) and to convert a-1-story frame house to a farm stand (1,093 sq. ft Status: Action: 1 Review Resolution for Final Approval Attachments:---.-- Resolution -- #9506 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successively, commencing on the 29th day of October, 2009. ( , Principal Clerk � Sworn to before me this �� day of �UL�����"2009. vision of Owen Morrel located at 3945 I t 11,��h /� VO 1,f / t Sound View Avenue,on the n/s/o Sound v!!f YVV JI 1 WWV V�JJ b llliii' 1 View Avenue,1,70.0'c/o Diamond Lane, CHRISTINA VOLINSKI in Peconic,Town of Southold, County NOTARY PUBLIC-STATE OF NEW YORK of Suffolk,State of New York.Suffolk_q NO. 01-V06105050 ' County Tax Map Number 1000681 15.1 QUOIIfiBtl In Suffolk County 6:10 p.m.Proposed Site Plan for the My ComnllUlon IXPlra eapruety 28, 2912 Joint Industry Board of the Electrical ' Industry.located at 3800 Duck Pond Road,on the e/s/o Duck Pond Road,ap- proximately 450'east from Depot Lane, Cutchogue,Town of Southold, County --- - --- of Suffolk;State of New York.Suffolk .. LEGALNOTICE County Tax Map Number 1000&3-2- " Notice of Public Hearing 17.3 NOTICE IS HEREBY GIVEN that, Dated:10/14109 pursuant to Section 276 of the Town BYORDEROFTHE ' Lawand Article XXV ofthe Code of the SOU1'HOLDTOWN . Town of Southold,a public hearing will PLANNING BOARD be held by the Southold Town Planning Martin H.Sidor- Board, at the Town Hall;Main Road, Chairman Southold,New York on the 9th day of 9506.1T 10/29 November,2009 on the question of the following: 6:00 p.m. Proposed Standard Subdi- PLANNING BOARD MEMBERS MAILING ADDRESS: x 1179 MARTIN H.SIDOR ti� o� SUUjyOlO SouthP. old,oNY 1 971 Char OFFICE LOCATION: WILLIAM J.CREMERS e Town Hall Annex KENNETH L.EDWARDS54375 State Route 25 Q GEORGE D.SOLOMON Q • �RS (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND COU NiV Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 9th day of November, 2009 on the question of the following: 6:00 p.m. Proposed Standard Subdivision of Owen Morrel located at 3945 Sound View Avenue, on the n/s/o Sound View Avenue, 1,700' e/o Diamond Lane, in Peconic, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-68-1-15.1 6:10 p.m. Proposed Site Plan for the Joint Industry Board of the Electrical Industry located at 3800 Duck Pond Road, on the a/s/o Duck Pond Road, approximately 450' east from Depot Lane, Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-2-17.3 Dated: 10/14/09 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Martin H. Sidor Chairman PLEASE PRINT ONCE ON THURSDAY, OCTOBER 29, 2009 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times • • Page I of I r Kalin, Carol From: Legals [legals@timesreview.com] Sent: Wednesday, October 14, 2009 4:27 PM To: Kalin, Carol Subject: RE: Correction to 10/29 Legal Ad We are good to go for the 29th Carol! Have a great evening! Candice ............... From: Kalin, Carol [mailto:Carol.Kalin@town.southold.ny.us] Sent: Wednesday, October 14, 2009 2:42 PM To: Legals Subject: Correction to 10/29 Legal Ad Importance: High Please disregard the first legal ad I sent and replace it with this one. Southview Preserve was removed from the list of hearings. Thanks Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol.Kalin@town.southold.ny.us 10/15/2009 MAILING ADDRESS: PLANNING BOARD MEMBERSA�F soujy P.O. Box 1179 MARTIN H.SIDOR ��� ��O Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L. EDWARDS • OQ 54375 State Route 25 GEORGE D.SOLOMON l ' � (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �C�Un 11� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 9th day of November, 2009 on the question of the following: 6:00 p.m. Proposed Standard Subdivision of Owen Morrel located at 3945 Sound View Avenue, on the n/s/o Sound View Avenue, 1,700' e/o Diamond Lane, in Peconic, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-68-1-15.1 6:10 p.m. Proposed Site Plan for the Joint Industry Board of the Electrical Industry located at 3800 Duck Pond Road, on the a/s/o Duck Pond Road, approximately 450' east from Depot Lane, Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-2-17.3 Dated: 10/14/09 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Martin H. Sidor Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 15th day of October, 2009 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold New York 11/9/09 Regular Meeting: 6:00 p.m. Public Hearing for the proposed Standard Subdivision of Owen Morrel SCTM#1000-68-1-15.1 6:10 p.m. Public Hearing for the proposed Site Plan for the Joint Industry Board of the Electrical Industry SCTM#1000-83-2-17.3 �� �2ag Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this S-k�day of J t vy�/ , 2009. t Notary Public MELANIE DOROSKI NOTARYNo, 011D04634870ewYork Qualified in Suffolk County Commission Expires September 30, o I • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF so�ly P.O. Box 1179 MARTIN H. SIDOR ��`� �l0 Southold, NY 11971 Chair y l�[ T OFFICE LOCATION: WILLIAM J.CREMERS H Town Hall Annex KENNETH L. EDWARDS • 54375 State Route 25 GEORGE D.SOLOMONQ A`"��``� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND I�C�Un l'�v Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 14,2009 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Set Hearing: Site Plan for the Joint Industry Board of the Electrical Industry Located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue SCTM#1000-83-2-17.3 Zoning Districts: RR & AC Dear Ms. Moore: The Southold Town Planning Board adopted the following resolution at a meeting held on Tuesday, October 13, 2009: RESOLVED, that the Southold Town Planning Board set Monday, November 9, 2009 at 6:10 p.m. for a public hearing on the Site Plan prepared by Louis Paul Giacalone, RA, dated August 18, 2008. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed preen return receipt cards before 12:00 noon on Friday, November 6th. The sign and the post need to be returned to the Planning Board Office after the public hearing. If you have any questions regarding the above, please contact this office. Very truly yours, Martin H. Sidor Chairman Encls. Southold Town Planning Board Notice to Adiacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for 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#1000-83-2-17.3; 3. That the property which is the subject of this application is located in the A-C and R-R Zoning Districts; 4. That the application is the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site. The property is located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. The office will be closed November 3`d Information can also be obtained via the internet by sending an e-mail message to: Carol.Kalin@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday. November 9, 2009 at 6:10 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: E & C Property Holdings, Inc./Joint Industry Board of the Electrical Industry Date: 10/14/09 • • AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 11/6/09 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Re: Proposed Site Plan for Joint Industry Board of the Electrical Industry SCTM#s: 1000-83-2-17.3 Date of Hearing: Monday, November 9, 2009, 6:10 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or cormnission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 E & C PROPERTY HOLDINGS , INC . SITE PLAN FOR THE JOINT INDUSTRY ABOARD OF THE ELECTRICAL INDUSTRY 1000 -83 =2 - 17 . 3 Site Plan for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. % ONDAY - NOVEMBER 9 2009 - 6 : 10 P . M . lillikillil tl SEE SEC.M0.02 MATCH Z Z_LINE .' ¢, t 4, a' �J r a � oPY 0 zi tW - . m 9p $ .4' a g riY, Ji5 onl/ n Jl 16 e G 1M. uJ+ICS per„_ IY J /� rJrJ rG Y � o <<a� hJ NG F• h o S JJ [tqa 'ri OU h J $ f . JAJ J sp ^' v :s € Gr C L ° � o S 0 yy F ins �M ,:� �•II`l r�5 '� t fey GG �e JJ h � Qr4 s C� F�m f Q Y N r { u o00 ! aoa MAI,. LM 1T[H -- - LINE 1 SEE SEL.W.001 SEE SEC.W.001 SEE SEC.N0.081 6 y o PATRICIA C . MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 .,,,.„,.,.. .. . Margaret. Rutkowski Sec y September 15, 2009 Mr. Goehringer, Chair and Southold Town Zoning Board of Appeals SEP 161J9 u, r Southold Town Hall 53095 Main Road L Southold, NY 11971 I` Re : Educational & Cultural Fund of the Electrical industry -a -- Stormwater Code Variance, Special Permit and Height Variance 1000-83-2-17 . 3 Dear Mr. Goehringer and Board: Thank you for forwarding to me a copy of the Suffolk County Planning Commission' s recommendations . The Suffolk County Planning Commission disapproved the variance for the location of the building within the 20% slope "to limit disturbance and the creation of potential erosion and storm water run-off problems" . Their conclusions are not supported by the record and we respectfully request that the Board grant the requested variances and override the Suffolk County Planning Commission' s recommendations to relocate the proposed meeting house . The record supports compliance with Town Code Section 236 which addresses storm-water runoff and erosion issues . The proposed location of the meeting house for the Educational 6, Cultural Fund of the Electrical Industry has a very limited area of disturbance to the natural vegetation and will not result in storm- water problems . A detailed site plan was reviewed by the Southold Town Planning Board and Town Engineer for the entire parcel . The site plan last dated January 12 , 2009 (one complete set is included with this letter for your file) included detailed information regarding a grading plan (C-03) , storm-water drainage plan (C-05) and proposed erosion & sediment control plan & details (C-08) for the proposed meeting house and existing structures . The Town Engineer, on behalf of the coordinated review with the Southold Town Planning Board and Southold Town Zoning Board of Appeals , reviewed this full site plan as well as a DEC approved Storm Water Pollution Prevention Plan (SWPPP) . The site plan and SWAPP specifically addressed the requirements of Town Code Section 236 for Storm-water Management concerning slopes greater than 206 and the Town Engineer concluded that these issues have been adequately addressed to his satisfaction and he recommended to the Planning Board endorsement of the site plan. The Planning Board states that they will override the Suffolk County Planning Commission' s recommendation to relocate the proposed building. Enclosed is a copy of James Richter' s letter dated July 23 , 2009 to Martin H. Sidor, Chairman. In addition, the Planning Board forwarded to you on August 3 , 2009 their comments which included their recommendations to approve the special exception, approve the variance for the 3 story building and approve the variance from Town Code 236 and grant the location of the building within the 200 slope area. As a point of further information, in addition to the drainage provided for the proposed building, a drainage system has been designed to control Storm-Water runoff from Duck Pond Road, a Town Road. A swale is currently under construction which captures both the storm-water from the site as well as the storm-water from Duck Pond Road. We look forward to addressing your questions and concerns at the public hearing. If you need anything else please do not hesitate to contact me . very 'truly:>yours, Patricia C. Moore CC : Educational & Cul ural Fund of the Electrical Industry Planning Board SCOTT A. RUSSELL ���, Fac P� , JAMES A. RICHTER R.A_ SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NHW YORK 11971 Pax. (631),705-9015 Tel,(631)-765-1560 JAM IC.RICATE4TOWN.SOUTHOI_D.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD .... ..dOly_23, 2008 JAW Martin H. Sidor Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 ! r JUL 2 4 2009 7i--.i I Re; Santorini Site Plan SCTM#: 1000-83-02-17-3 Dear Mr. Sidor: As per a request from your office, I have reviewed the site plan for the above referenced project. This site plan has been prepared by the office of Ehassz Giacalone Architects, P.C. and the office of James, Lasaia & Associates, LLP,with a latest revision date of 1/12/09. Please consider the following: 1. The proposed disturbance resulting from construction activities and grading of this site will be greater than one (1)acre in area. This project will require coverage from NYS Department of Environmental Protection (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must obtain coverage under the General Permitfor Storm-water Runoff from Construction Activity(GP-02-01). 2. Drainage calculations have been provided for all existing structures as well as the proposed new development. At this time, the calculations provided meet the minimum requirements of Town Code Section 236 for Storm-water Management. 3. The building footprint for the proposed new Learning Center has been located in an area ware natural contours exceed a twenty percent slope. The applicant has submitted a Storm Water Pollution Prevention Plan (SWPPP) that adequately addresses potential erosion issues which may occur based on these steep slopes. Therefore,this SWPPP has adequately addressed the requirements found in Town Code Section 236 for Storm- water Management concerning slopes greater than 20%. This endorsement should not be considered an approval by any other agency or department having jurisdiction on this issue. Page 1 of 2 Martin H. Sidor, Chairman - Planning Board July 23, 2009 Re: Santorini Site Plan SCTM#: 1000-83-02-17.3 Page 2 of 2 4. Additional drainage systems for this site have also been requested by the Town to control Storm-Water Runoff on Duck Pond Road. The applicant has agreed to construct a natural swale or landscaped recharge area located within this site plan to help mitigate the flow of road runoff from the Town Road. This swale area will be connected to catch basins located in the street. 15" diameter drainage pipe will be installed from these catch basins and will terminate at a headwall located within this proposed drainage swale. The Planning Board should require a legal drainage easement that will accurately describe this area. it will also be necessary for this easement to accurately define the type of maintenance that will be the responsibility of the Town of Southold. At this time,with the exception of the items addressed herein,this site plan appears to meet all of the minimum requirements of Town code..If you have any questions regarding this review, please contact my office. erely, -i mes A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) COUNTY OF SUFFOLK • �A` b n®� Southold Town C' ,l STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THOMAS A. ISLES,A.I.C.P. DIRECTOR OF PLANNING August 5, 2009 Town of Southold PO Box 1179 Southold,New York 11935 Ms. Elizabeth Neville. Clerk Re: Application of"Joint Industrial Board of Electrical Industry" SCTM No.: 1000 08300 0200 017003 SCPC File No.: SD-09-05 Dear Ms. Neville: Pursuant to the requirements of Sections A 14-14 thru 23 of the Suffolk County Administrative Code,the Suffolk County Planning Commission on August 5,2009 reviewed the above captioned application and after due study and deliberation the the staff recommends a decision of Local Determination for the variances associated with the "as built'decks of the motel structures, and Disapproval of the variance for the proposed conference facility to be built on slopes equal to or greater than 20% for the following reason: The proposal is not in conformance with Condition#1 of the approval of the site plan for the property that the Planning Commission adopted at their meeting on August 5, 2009, which required the following; The location of the proposed conference facility shall be moved away from the natural steep slopes and wooded areas to limit their disturbance and the creation of potential erosion and storm water run-off problems. Very truly yours, Thomas A. Isles Director of Planning Theodore R. Klein Senior Planner TRK:ds LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR P.O. BOX 6100 (631)853-5190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(631)853-4044 • File NOO-09-05 Resolution No. ZSR-35 of the Suffolk County Planning Commission Pursuant to Sections A 14-14 to 23 of the Suffolk County Administrative Code WHEREAS, pursuant to Sections A 14-14 to 23 of the Suffolk County Administrative Code,a proposed zoning action was received at the offices of the Suffolk County Planning Commission on June 22, 2009, with respect to the application of"Joint Industrial Board of Electrical Industry"on land situated the easterly side of Duck Pond Road and the shoreline of the Long Island Sound, in the hamlet of Cutchogue WHEREAS, said application was considered by the Suffolk County Planning Commission at its meeting on August 5,2009 and now therefore, Be it RESOLVED, that the Suffolk County Planning Commission hereby approves and adopts the report of its staff, as may be amended, as the report of the Commission, Be It Further RESOLVED, The staff recommends a decision of Local Determination for the variances associated with the "as built' decks of the motel structures,and Disapproval of the variance for the proposed conference facility to be built on slopes equal to or greater than 20% for the following reason: The proposal is not in conformance with Condition#1 of the approval of the site plan for the property that the Planning Commission adopted at their meeting on March 4, 2009, which required the following; The location of the proposed conference facility shall be moved away from the natural steep slopes and wooded areas to limit their disturbance and the creation of potential erosion and storm water run-off problems. Motion by: Commissioner Bolton Seconded by: Commissioner Holmes Commission Vote: Present-9 Ayes-9 Nays- 0 Abstentions-0 AYE NAY ABSTAIN ABSENT SARAH LANSDALE, At-Large X CHARLA BOLTON, At-Large X ROBERT BRAUN, Smithtown X BARBARA ROBERTS, Town of Southampton X JOHN CARACIOLLO, Town of Huntington X LINDA HOLMES, Town of Shelter Island X ADRIENNE ESPOSITO, Villages over 5,000 X DAVID CALONE, Town of Babylon X CONSTANTINE KONTOKOSTA, Vill. Over 5,000 X VINCENT TALDONE, Town of Riverhead X JOSHUA HORTON, At-Large X TOM MC ADAM, Town of Southold X MICHAEL KELLY, Town of Brookhaven X JOSEPH POTTER, Town of East Hampton X Dated: August 5, 2009 Legislative Auditorium, 725 Veterans Memorial Highway, Hauppauge,NY Suffolk County Planning Commission • MAILING ADDRESS: PLANNING BOARD MEMBERS ��F sour P.O. Box 1179 MARTIN H.SIDOR ��� yQIO Southold, NY 11971 Char OFFICE LOCATION: WILLLAM J.CREMERS N Town Hall Annex KENNETH L. EDWARDS 54375 State Route 25 GEORGE SOLOMON JOSEPHEPH L.TOWN END lijvcou�M � � (cor. Main Sou Youngs h do �YAve.) 11 Telephone: 631 765-1936 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Gerard P. Goehringer, ZBA Chairman Members of the Zoning Board of Appeals From: Martin H. Sidor, Planning Board Chairman Members of the Planning Board Date August 3, 2009 Re: Educational & Cultural Fund of the Electrical Industry SCTM#1000-83-2-17.3 ZBA# 6245 The Planning Board received your request for comments regarding the above application for construction of an 18,000 sq. ft. meeting/conference facility on a conforming 12.3-acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. There is an existing motel formerly, the Beachcomber motel having a restaurant, pool and cabanas on site. The Educational & Cultural Fund of the Electrical Industry has purchased the property intended for members only as their new training facility. The proposed building is for a conference facility having 4,000 s.f. for its data center— emergency records storage and the remainder intended as meeting rooms for education of it's members — seminars —and education of interns. The same members who come to the hotel will utilize the facilities including the proposed conference building. The proposed conference facility requires site plan review by the Planning Board and currently is being reviewed for site design and development. There are 52 parking stalls proposed on site and two ADA compliant handicap stalls being located adjacent to the new facility. The proposed parking in relation to the intended use and operation of the site is acceptable to the Planning Board, based on the information from the applicant that only people staying at the motel I • ZBA# 6245, Educational & Cultural Fund of the Electrical Industry will be using the new and feel that there is rational basis not to require additional parking on site. Section 280-35 (B) & 280-36 "Uses permitted by special exception", a conference facility and the Bulk Schedule limits structures to 2112 stories. The building is noted as being 3 stories and Section 236-13 (V), " the proposed meeting house is proposed on slopes equal to or greater than 20% on site": Variances are requested for the proposed building being in excess of the 2 '/2 story requirement as per the bulk schedule for this zoning district and the proposed location of the building being located on slopes equal to or greater than 20% on site. The conference facility use is permitted in the RR zoning District by special exception provided the use does not significantly affect their surroundings and is compatible with land use patterns and community character. The following comments are for the Board's consideration. 1. The property has been previously developed as a motel use and will continue to be used in a similar way with the difference being that the site will be now be used as for members only rather than open to the public. 2. The Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action and has made a determination of non-significance and granted a Negative Declaration for the proposed action. 3. Although the building proposed is much larger in size to the existing buildings, the scale and visual impact will be minimized by the proposed location. The ground floor will be built into the hillside having an appearance of a 3-story building from the front and two from the side elevations. It should be noted that the building as proposed will have sprinklers. Last, the proposed meets the definition for Max height allowed as per the bulk schedule of 35 ' feet. 4. Pursuant to Town Code Section 236-10 the activities proposed on site require a drainage control permit as it applies to the proposed location of this building. The applicant has submitted a slope analysis highlighting any slopes equal to or greater than 20% on site for the above property as requested along with a Storm water Pollution Prevention Permit (SWPP) for review. 2 ZBA# 6245, Educational & Cultural Fund of the Electrical Industry 5. The Town Engineer has reviewed the site plan and the SWPP, in relation to the location of the building and has stated that erosion control is adequate for the 20% and greater slopes and that proposed drainage is adequate. 6. The Planning Board has agreed to override the SC Planning Commission condition to relocate the building out of the slope. This decision to override the SCPC was based on the applicants submitting a SWPP plan that addressed all concerns about erosion and storm water runoff and that they would be adequately controlled and contained during and after construction. It should also be noted that the SCPC, at the time of their decision, did not have the benefit of reviewing the storm water pollution prevention plan (SWPP), and were also under the misconception that the slope was a bluff located on the shore, and might need bulk heading. Further, the SCPC acknowledged that the overall design would meet the Commissions guidelines for energy efficiency and natural surveillance, that there are trade-offs to the location where the building is being proposed, a statement from the SC minutes on this issue. 7. There are major road runoff issues at the end of Duck Pond Road. The applicants have agreed to provide land for, design, and install a drainage swale to resolve this problem and coordinate the work with the Town. The Planning Board recommends approval of the above variances on the basis that the special exception and variance relief for a 3 story building, and the location of the building is appropriate for the overall use of the site and building itself. We hope that the information provided to you is helpful. Should you have any questions or need additional information, please contact the Planning Department. Thank you. cc: Planning Board Heather Lanza, Planning Director Mark Terry, Principal Planner 3 Office Location: �QF SOUTyOIo Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road ��Q 54375 Main Road(at Youngs Avenue) CA P.O. Box 1179 Southold,NY 11971 • �O Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS „ TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-906.4,:. MEMO T0: Planning Board FROM: Gerard P. Goehringer, ZBA Chairman DATE: June 15, 2009 SUBJECT: Request for Comments ZBA#6314—Educational&Cultural Fund of the Electrical Industry As confirmed with your office, the ZBA is reviewing the following application. Enclosed are copies of the Building Department's Notice of Disapproval, ZBA application,and current map on file. The Planning Board may be involved under the site plan review steps under Chapter 236 (Zoning), and your review and comments are requested at this time. NAME TAX# ZBA# BI DISAPP VARIANCE DESCR DATE OF PREPARER ZONE DIST DATE STAMPED OF PLANS PLANS Educational & 83-2-17.3 6314 June 3, Proposed Meeting 4/20/09 John C. Ehlers Cultural Fund of , RR AC 2009 House; Section 236- SURVEY Land Surveyor the Electrical 13(v); land slope Industry percentage Your comments are requested within 30 days of this letter. If desired,the file is available for review of additional documentation. Thank you. Ends. WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 3, 2009 4:00 p.m. Applications: Site Plans Project name: 13235 Main Road (Goggins) SCTM#: 1000-140-3-37 Location: 379' e/o Love Lane, known as 13235 Main Road, in Mattituck Description: This site plan is for the proposed modification of an existing 4,569 sq. ft. two-story building where the first floor has two (2) offices and one (1) apartment and the second floor has two (2) apartments and storage which includes 12 parking spaces provided on .27 acres in the Hamlet Business Zone. Status: Approved, Pending Final Inspection Action: Review Final Inspection letter. Attachments: Draft Final Inspection Letter Project name: N & L Properties SCTM#: 1000-73-2-4 Location: Located on the north side of Bridge Lane at the intersection of Oregon Road, in Cutchogue. Description: This site plan is for the construction of a 8,635 sq. ft. building for the purposes of a private wine-making facility on a 31.07 acre parcel in the AC Zoning District. Status: New Site Plan Action: Review comments. Attachments: Staff Report Project name: Joint Industry Bd. (Santorini) SCTM#: 1000-83-2-17.3 Location: Located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue. Description: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. Status: New site Plan Action: Review ZBA Recommendations Attachments: Draft Memo to the ZBA r ' PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Betsey Perkins Secretaries July 28, 2009 Kristy Winser Southold Town Planning Board 53095 Main Road P.O.Box 1179 Southold, NY 11971 By Fax Re: Educational & Cultural.Fund of the Electrical Industry SCTM#1000-83-2-17.3 (formerly tax map 983-2-1,2& 17.2) Dear Kristy: At our meeting with the Board on July 27, 2009, we advised you that my client had added buffer landscaping to the north-east corner of our property for the benefit of the adjacent property owner Suzanne Delacort. Mrs. Delacort had expressed concerns that she had an unobstructed view of the existing motel. My client offered to plant sufficient trees (14 eastern red cedars 8-10' heigh)on my client's property, adjacent to the Delacort home in a cleared grassy area at the top of the hill. This landscaping provided a visual screen of the existing motel. Enclosed is a copy of the letter and plan submitted to the Southold Trustees on June 1,2009 prior to commencing the planting. The Trustees authorized this work. The work was completed in June at the direction and supervision of William (Buddy) Johnson. Please advise Planning Board of our remediation of an existing condition. Very truly yours, Patricia C. Moore cc: Educational & Cultural Fund of the Electrical Industry w/enclosures PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (63 1)765-4330 Fax: (63 1)765-4643 June 1, 2009 Board of Trustees Town of Southold PO box 1179 Southold NY 11971 RE: E. AND C. PROPERTY HOLDING INC. AND EDUCATIONAL & CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY PROPERTY ADDRESS: 3800 DUCK POND ROAD, CUTCHOGUE SCTM: 1000-83-2-17.3 Dear President King: The existing motel (formerly The Santorini Motel) was renovated and is scheduled to open. The adjacent owner, Suzanne Delacort asked my client to voluntarily plant a vegetative buffer on the north east corner of my client's property to provide additional privacy to Mrs. Delacort. In accordance with Mrs. Delacort's request, my client wishes to plant 14 eastern red cedars 8-10' heigh in an area which is now grass. Enclosed is a landscape plan prepared by William (Buddy) Johnson with an aerial photograph which I highlighted with yellow marker. We would like to plant immediately. Please advise whether we may proceed with planting. The planting will be supervised by Buddy Johnson, landscape architect. If you have any questions please do not hesitate to contact me. Very truly yours, Patricia C. Moore W 5 ! �c a nk-TElint�i� :I' 4. �!"'''Cp• �xRr: '"�1. ¢ P } .i D� 2 � S- 41 k �•fp•xna � �y ��4 � -3 ,Y 2 YaY 5 i eT4 a° t 1F�: 'f �� nx � F iidtt� r d; s+L� �'�.q �•;t sI¢' >1 � v '�,'I -� - 'Ki t,t y £aw'� Y,f XO �My`Y I VIA , -tl.' d ' j+F {,rte z"a p��p• d id ��` �.r•��• c 1�'} s~r� ,;_� !Yf�'F��� c" ., tai,V �l � i u gr fy BEACH Q �0 BLUFF V COQ 0� EXISITNG EDGE OF WOOD Q COQ EXISITNG RESIDENCE FROFOSED VEGETATIVE BUFFER OF (14) EASTERN RED CEDAR AT 5-10' HEIGHT EXISITNG EDGE OF WOOD �p 'P� WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, July 27, 2009 4:00 p.m. Applications: Site Plans Project name Seven Eleven J SCTM# [ 1000-142-1-27 Location 1 n/e corner of Factory Avenue & NYS_Route 25, Mattituck Description ( This site plan is to convert an existing 1,950 sq. ft. gas station/convenience store to a single retail use (convenience store) with an addition of 685 sq. ft., for a total building area of 2,635 sq. ft. on a j _ 24,829 sq. ft. parcel in the Business Zone. Status: New Site Plan Action: _ Review comments w_ith the Planning Board. Action: t Staff Report, LWRP Report and Letter to Applicant, dated 7/22/09 Project name: _ 1 Joint Industry Bd. (Santorini SCTM# 000-83-2-17.3 —� Location: 3800 Duck Pond Road, Cutchogue __ _ Description: i This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially I located in the Resort Residential and Agricultural Conservation Zoning j Districts. Status: Site Plan Review Action: Review comments with the Planning Board Attachments. LWRP (hand out) Staff Report __- __- -..-_ _ - -- --- --- -- - - — Pro ect name Chase Bank - Mattituck ! SCTM#1000-143-3-33.2 Location. 110300 NYS Route 25, 133' +/- east of Marlene Lane & NYS Route 25, Mattituck Description: j This site plan is for the new construction of a 4,200 sq. ft. bank with two II drive-through bays on a previously developed 112,647 sq. ft. (2.59 acre) I_ I parcel in both the B, General Business, and R-40, Residential Zones. - - -- - ----- --- ---. I Status: New Site Plan Action: i Review submission from applicant -- --- Attachments Staff Report & Letter from Applicant MAILING ADDRESS: PLANNING BOARD MEMBERS �DF sour P.O. Box 1179 MARTIN H.SIDOR h�`� yQIO Southold, NY 11971 Chair u OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS54375 State Route 25 C GEORGE D.SOLOMON '�Q • �� (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND I�CQUry I,� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mike Verity, Chief Building Inspector From: Kristy Winser, Sr. Planner Date July 24, 2009 Re: Educational & Cultural Fund of the Electrical Industry SCTM#1000-83-2-17.3 It has come to our attention that a revised Notice of Disapproval from the Building Department is required for this application to correctly describe the scope of the site plan for the Planning Board. For administrative purposes, the revised Notice should accurately reflect the conversion of the pool cabana rooms to five additional motel units and all associated work therewith. Please provide this Department with a copy of the revised Notice at your earliest convenience. I have enclosed a copy of building plans for your review. Thank you. cc: Planning Board Heather Lanza, Planning Director Mark Terry, Principal Planner 1 SCOTT A. RUSSELLJAMES A. RICHTER, R.A. �. SUPERVISOR ENGINEER TOWN HALL - 3095 MAIN ROADTOWN OF SOUTHOLD,NEW YORK 11971 m Fax. (631) Tel.(631)-765-1560 JAMIE.RICHTFR(&TOWN-SOU'rHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD July 23, 2009_.-.. ,. Martin H. Sidor Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Santorini Site Plan SCTM #: 1000-83-02-17.3 Dear Mr. Sidor: As per a request from your office, I have reviewed the site plan forthe above referenced project. This site plan has been prepared by the office of Ehassz Giacalone Architects, P.C. and the office of James, Lasala & Associates, LLP, with a latest revision date of 1/12/09. Please consider the following: 1. The proposed disturbance resulting from construction activities and grading of this site will be greater than one (1)acre in area. This project will require coverage from NYS Department of Environmental Protection (DEC) under the Phase 11 State Pollutant Discharge Elimination System (SPDES) Program. The Developer must obtain coverage under the General Permit for Storm-water Runoff from Construction Activity (GP-02-01). 2. Drainage calculations have been provided for all existing structures as well as the proposed new development. At this time, the calculations provided meet the minimum requirements of Town Code Section 236 for Storm-water Management. 3. The building footprint for the proposed new Learning Center has been located in an area ware natural contours exceed a twenty percent slope. The applicant has submitted a Storm Water Pollution Prevention Plan (SWPPP) that adequately addresses potential erosion issues which may occur based on these steep slopes. Therefore,this SW PPP has adequately addressed the requirements found in Town Code Section 236 for Storm- water Management concerning slopes greater than 20%. This endorsement should not be considered an approval by any other agency or department having jurisdiction on this issue. Page 1 of 2 Martin H. Sidor, Chairman - Planning Board July 23, 2009 Re: Santorini Site Plan SCTM #: 1000-83-02-17.3 Page 2 of 2 4. Additional drainage systems forthis site have also been requested by the Town to control Storm-Water Runoff on Duck Pond Road. The applicant has agreed to construct a natural swale or landscaped recharge area located within this site plan to help mitigate the flow of road runoff from the Town Road. This Swale area will be connected to catch basins located in the street. 15" diameter drainage pipe will be installed from these catch basins and will terminate at a headwall located within this proposed drainage Swale. The Planning Board should require a legal drainage easement that will accurately describe this area. It will also be necessary for this easement to accurately define the type of maintenance that will be the responsibility of the Town of Southold. At this time,with the exception of the items addressed herein,this site plan appears to meet all of the minimum requirements of Town code. If you have any questions regarding this review, please contact my office. t erely, 1� James A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) ` 9 0 MAILING ADDRESS: PLANNING BOARD MEMBERS �QF so�Ty P.O. Box 1179 MARTIN H.SIDO$ ��� �/_ Southold, NY 11971 Chair r_ J� OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L. EDWARDS �� 54375 State Route 25 GEORGE D.SOLOMONJOSEPH L.TOWNSE D li`COU (cor. MainSou h d,NY Youngs Ave.) Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 14, 2009 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Negative Declaration - Joint Industry Board of the Electrical Industry Located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue SCTM#1000-83-2-17.3 Zoning Districts: RR & AC Dear Ms. Moore: The Southold Town Planning Board, at a meeting held on Monday, July 13, 2009, adopted the following resolution: WHEREAS, this site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3-acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. SCTM#1000-83-2-17.3; and WHEREAS, an application for a site plan was submitted on November 14, 2008, including the site plan prepared by Harvey Bienstock, P.E., dated August 8, 2008; and WHEREAS, on February 03, 2009, the Southold Town Planning Board accepted the application for review; and WHEREAS, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency process for this unlisted action on February 4, 2009; therefore, be it RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board establishes itself as lead agency and, as lead agency, makes a determination of non-significance and grants a Negative Declaration. Joint Industry Board Page Two July 14, 2009 Enclosed please find a copy of the Negative Declaration for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Martin H. Sidor Chairman Encls. cc: Suffolk County Dept. of Health Services Suffolk County Planning Commission Suffolk County Water Authority Michael Gaynor, Engineer • • MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SO(/ry P.O. Box 1179 MARTIN H.SIDOR �0� Old Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Cn Town Hall Annex KENNETH L. EDWARDS 54375 State Route 25 GEORGE JOSEPH L. TOWN ESOLOMON ND �liYCOU 'N � (cor. MainSou Youngs Ave .) Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant July 13, 2009 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 7 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed Site Plan for Joint Industry Bd. of the Electrical Industry SCTM#: SCTM#1000-83-2-17.3 Zone: Resort Residential (RR), A-C Location: 3800 Duck Pond Road, Cutchogue SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility on a conforming 12.3-acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. SCTM#1000-83-2-17.3 The proposed interior alterations of an existing motel, restaurant, pool and pool house are a Type 11 action pursuant to 617.5 Type II Actions (c) (1) and not subject to review. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed. The determination was based upon the following: SEQR Negative Declaration - Page Two 1. Impact On Land A "wrap-around" bluff system occurs on the property in the east. The portion of the bluff which is located adjoining Long Island Sound is regulated under New York State Department of Environmental Conservation Article 34, Chapter 111, Coastal Erosion Hazard Area and Chapter 275 Wetlands and Shorelines. The area of the bluff which is oriented north/south and not adjoining Long Island Sound is not a regulated feature, therefore the proposed action is located outside of the Town of Southold Board of Trustees jurisdiction. yy /tea Te[ii iu I"m4: Figure 1. Subject site (outlined in yellow). Additionally, the proposed location of the meeting/conference center is located on slopes greater than 20% and therefore the action does not conform to Chapter 236 of the Southold Town Code § 236-10. V. which states: V. No land having a slope equal to or greater than 20% shall be developed or disturbed except for conservation measures or measures intended to remove debris which inhibits the functioning of the swale, except accessways to shorelines approved by the Board of Trustees shall be permitted. Natural vegetation and topography shall be retained to stabilize soils and reduce the volume of storm water overflow. The proposed action proposes the grading or stripping which affects more than 5,000 square feet of ground surface and therefore the application requires a Town of Southold Drainage Control Permit pursuant to § 236-10. Activities requiring drainage control permit. With such a permit issued the potential impacts to the bluff system are expected to be low. Soils on site consist of Riverhead sandy loam (RdA) and Plymouth Loamy Sand (PIB). Riverhead sandy loam is representative of outwash plains; the hazard of erosion is SEQR Negative Declaration - Page Three slight. Plymouth sandy loam normally occurs on moraines and outwash plains; the hazard for erosion is also slight. Aerial analysis indicates that the footprint of the meeting/conference building is located on Plymouth sandy loam soils. Potential impacts to the soil stability have been mitigated with best management practices outlined in the Storm Water Pollution Prevention Plan (2008). Soil borings indicate that groundwater levels range from 9- to 23.5 feet. Within the footprint and vicinity of the proposed meeting/conference center, groundwater occurred as follows: Soil Boring Depth to Groundwater from Existing Grade B-1 A 23'-2" B-2A 18'-8" B-3A 23'-8' B-4A 22'-4" B-6 15'-4" The depth to groundwater is sufficient to meet the 3' separation distance required for sanitary systems per Suffolk County Department of Health standards. No substantial impact to groundwater is expected to occur if the project is implemented as planned. 2. Impact of Water 2.1. Water Supply The site is currently served by public water via a 8" Suffolk County Water Authority main in Duck Pond Road. The proposed action is expected to use 7,442 gallons of water/day (including existing and proposed uses). The Suffolk County Water Authority was contacted and verified that the current water system infrastructure and volume is adequate to serve the proposed use. (Personal Communication Kimberley Kennedy, 2009). Therefore, no impacts to water supply are expected. 2.2. Sanitary Disposal Sanitary disposal will be managed by on-site underground sewage leaching systems. In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying groundwater flow patterns and water quality. The subject site is located within SCDHS Groundwater Management Zone IV, which according to Article VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. The sanitary design flow is computed using SCDHS manual Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other Than Single Family Residences. The manual establishes the design flow as follows: SEQR Negative Declaration - Pape Four Total acreage of 16.84 x 600gpd = 9,954 gpd allowable flow Total proposed flow = 7,442 + qpd. Therefore, the proposed application would conform with Article VI of the Suffolk County Sanitary Code and would not be expected to adversely affect groundwater quality provided properly functioning systems are designed and installed. 2.3. Ground or Surface Water Quality or Quantity The site is currently improved with two motel buildings, a restaurant, a cabana, an in ground swimming pool, associated parking lots and a seawall. The proposed three story meeting/conference facility is proposed to be constructed within the bluff oriented north/south located on the eastern area of the property. The proposed footprint of the building is located on the face of the bluff in areas with slopes greater than 20% and therefore, as proposed, is prohibited pursuant to Chapter 236 of the Southold Town Code. Topographical elevations range from 37' NVGD to 19' NVGD in the proposed footprint of the meeting/conference building. In the current proposed location existing storm water drainage patterns will be impacted resulting from the construction of the meeting/ conference building on-site. To mitigate such impacts the applicant has prepared and submitted a Storm Water Pollution Prevention Plan (2008) which proposes best management practices in the construction, design and operation of the meeting/conference building. In review of the Storm Water Pollution Prevention Plan the best management practices to deal with storm water are adequate and therefore, potential impacts from storm water runoff are expected to be low. The proposed action is located south of the Long Island Sound and 277' + from the regulated bluff feature. The Town of Southold Board of Trustees in a June 25, 2009 memorandum has determined that the location of the meeting/conference center is located outside of the Board's jurisdiction. 2.4. Flooding The proposed building is located within FEMA Flood Zone X; areas identified as areas of moderate or minimal hazard from the principal source of flood in the area, therefore the potential impacts from threat of flooding to the meeting/conference center are low. SEQR Negative Declaration - Page Five 02KT •:, � EF i Figure 2. FEMA Flood Map of subject site showing proposed building location. The proposed location of the meeting/conference center is located landward of the Coastal Erosion Hazard Line and not subject to Chapter 111 Coastal Erosion Hazard Areas of the Southold Town Code. ;i. Figure 3. Subject site (outlined in yellow) with Coastal Erosion Hazard Line (shown in red). Impact on Air No substantial adverse change in existing air quality is expected to occur. Impact on Plants and Animals The parcel is not located within a New York State Department of Environmental Conservation Critical Environmental Area or a New York State Department of State Significant Fish and Wildlife Habitat Area. The New York State Environmental Research Mapper (2009) was referenced to determine if records of rare or threatened plants or animals have been identified as SEQR Negative Declaration - Page Six occurring on site. No rare or threatened plants or animals have been recorded on site or within the vicinity of the site. The majority of the site contains lawn with the remaining of the site dominated by early successional pioneer species. The site is part of a relatively large contiguous block of woodland and is expected to support a variety of wildlife species including birds, mammals and amphibians. The proposed location of the meeting/conference building is vegetated with early successional tree species. No significant removal or destruction of large quantities of vegetation is expected to occur. Correspondingly, no substantial interference with the movement of any resident or migratory fish or wildlife species nor impacts on a significant habitat area are expected to occur Impact on Agricultural Land Resources The parcel is improved and the proposed location of the meeting/conference center is proposed on an un-regulated bluff system. The parcel is not used for agriculture and therefore, no adverse impacts to agricultural land will occur. The parcel is not included within a New York State Agricultural District. Impact on Aesthetic Resources The parcel is not located adjacent New York State Scenic Byway and/or an important view shed as identified by the community. The meeting/conference center building is visible from Duck Pond Road, however, due to the integration of the building into the bluff, the mass and scale of the building will be mitigated and therefore no substantial adverse impacts to aesthetic resources are expected to occur. Impact on Historical and Archeological Resources The New York Department of State GIS- Public Access map was referenced for occurrence of archeo-sensitive areas on site. No archeo-sensitive sites were listed; therefore, the proposed action will not expected to impair the character or quality of important historical or archaeological resources. Impact on Open Space and Recreation The proposed action is located adjacent to Long Island Sound and the Duck Point Road end public beach, a public recreation area. The proposed meeting/conference center is located 300+ feet form the public beach. No impacts to Open Space or recreational areas will occur as a result of this action. Impact on Critical Areas The proposed action is not located within a New York Department of Environmental Conservation Critical Environmental Areas. Impact on Transportation Traffic generation analysis indicates that thirty-two 32± Saturday peak hour trips could occur as a result of the proposed action. However, the proposed meeting/conference SEQR Negative Declaration - Page Seven center is private, support building for members, therefore traffic generation resulting from the proposed use is expected to be low. Impact of Energy No major change in the use of either the quantity or type of energy is expected to occur. Noise and Odor Impact No substantial change in noise or odor is expected to occur. Impact on Public Health No creation of a hazard to human health is expected to occur. No substantial increase in solid waste production, leaching or drainage problems expected to occur if the proposed action is implemented as planned. Impact on Growth Character of Community or Neighborhood The proposed action is not in a significant material conflict with a community's current plans or goals as officially approved or adopted. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Mark Terry, Principal Planner Address: Planning Board Telephone Number: (631) 765-1938 Enc. cc: Suffolk County Dept. of Health Services Suffolk County Planning Commission Suffolk County Water Authority S� WORK SESSION AGENDA THOLD TOWN PLANNING BOA Monday, July 13, 2009 4:30 p.m. 4:30 p.m. Applications Site Plans Project name: Joint Industry Bd. (Santorini) SCTM# 1000-83-2-17.3 Location: 3800 Duck Pond Road, Cutchogue Description: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. Status: Site Plan Review Action: Review Negative Declaration. Attachments: Negative Declaration — (Hand-Out) Project name: Hudson City Savings Bank Plaza SCTM#: 1000-122-3-17.1 Location: 11520-11750 Main Road, Mattituck Description: This site plan is for the proposed construction of 2 buildings totaling 13,227 square feet where one proposed two-story building is 9,500 square feet of office space and the other proposed one-story building is 3,241 square feet for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40'; Zoning Districts located approximately 509' east of Bay Avenue, on the south side of NYS Road 25, in Mattituck Status: Final Approval Action: Review language in resolution. Attachments: Draft Resolution Subdivisions Project name: Onufrak, Peter & Gloria SCTM#: 1000-114.-5-1 Location: 1500 Mary's Road, Mattituck Description: The property is located on the n/e/c/o CR 48 and Mary's Road in Mattituck Status: Conditional Preliminary Approval/Final Public Hearing Held/Closed Action: Discuss Park and Playground Fee Attachments: Draft Resolution Project name: Sutton Standard Subdivision SCTM#: ....... 1000-78-9-54 & 78 Location: 111.56 feet north-east of Liberty Lane and Victoria Drive, Southold Description: This proposal is for a subdivision of a 2.444 acre parcel into 2 lots, SCTM#1000-78-09-54 and 1000-78-09-78. The lots have been previously merged. Lot 1 would be 61,899 square feet and proposed Lot 2 would be 44,587 sq. ft. in the R-40 Zoning District. Status: Sketch Approval Action: Discuss up-dates. Attachments: Hand-Out PATRIA C. MOORE, ATTORNEY Al LAW sv L 51020 Main Road, Southold, NY 11971 (631) 765-4330 DATE 7 ' Tn �j C «�"� SUBJECT //CC.-✓ic� 0 �J /i7UCLf�' /0c-c _S /J f7 c» Cl 14�70 /? "ZiotrI 1-y-r4 y L'vc)o/4( (y0/(Tem /c.o -/uorn ✓P/vC f7L /JS 17 C4 Arc/ e✓ GI[z/ Submission Without a Cover Letter ��� ' t Sender: Subject: (J SCTM#: wo Date: - 7/ Comments: 1I REVISIONS No. Description Date �ZAr4ALL fi �V u Lp d' DRAINAGE CALCULATIONS RI 9°°° ary/ C,PAVEMENT = 1,00 C,LAWN = 0.30 � + 1 CONTRIBUTING DUCK POND ROAD PAVEMENT AREA = 15,913 SF = 0.365 AC 1 CONTRIBUTING DUCK POND ROAD LAWN AREA = 65,450 sf = 1.503 AC WP STORAGE VOLUME REQUIRED: 15,913 SF X 1.0 x 174 = 2,652 CF 4 \ / 65,450 SF x 0.3 x 6 = 3.273 CF 3496 0, 07 WI e // _ 5,925 CF 4 �® LCONTRIBUTING SANTORINI AREA = 517,300 SF = 11.88 AC Z FIRE STORAGE VOLUME REQUIRED: \ HYDRANT .9 9 02 517,300 SF X 0.3 X = 25,865 CU FT "DRY POND" STORAGE VOLUME PROVIDED: 34,850 CU FT AT WATER SURFACE ELEVATION 12.00 SCWA ,> 0 ` TOTAL STORAGE VOLUME REQUIRED = 5,925 + 25,865 = 31,790 CU FT. 3 TO OWNER 6,29.07 WATER 6 MAIN 2 TO OWNER 5.28.09 ELECTRI / / \ MAN C ^`1 i 1 TO OWNER 4.7.09 P No. ISSUES Date \T LI TY + ISA VIOLATION OF THE LAW FOR ANY PERSON, LIMIT OF \ 10, UNLESS ACTING UNDER THE DIRECTION OF A P E / U LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY DRAINAGE AREA WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM / a a 1 3 �,2\\ BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS ALTERATION, AND RA SPECIFANDE D CRIPTIONU CH CSOF THE / DRIVEWAY \ �1 +112 ALTERATION ON THE DRAWING. /) / ELECTRIC �1 '64 2 / �1 "THE PLANS AND SPECIFICATIONS HEREIN ARE 8Q 3 / � INTENDED FOR THE SUBJECT PROJECT ONLY AS A TRENCH j S j 4 2,38 I�// / 1 ✓ +11.75 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN \ I 950 /� + / LL BE THE SUBJECT LLP. THESE PLANS SA COPYRIGAND HT PETITION ACATIONS IND MAY (II/ THE OWNER AND JAMES, LASALA & ASSOCIATES, +11.7 ±'� \ THE WRITTEN0 NOT BE SED OR AUT14ORTYUSED BY ANYONE OF JAMES. LASALA T&HOUT UTILITY ASSOCIATES, LLP." 3 POLE 12 61 ??? +11,25 +1 \ / y 1. 0 / 3 cNTER +111.75 JAMES, o �% 59 LASALA & 96 ASSOCIATES, 1 4, � 93 LLP 11 OVAL DRIVE ti D 43- SUITE 129 / \ � j ,/ / 166 / ^/ / / \ 3 �1 8 0 6 44_ V' ISLANDIA, NY 11749 a 1V; 0 TELEPHONE: 131 .592.2660 j °� SID FACSIMILE: 631 .232.1536 SL PE EDGE OF ' - PAVEMENT Z . ' 2,-0„ p H LAWN AREASITHE FT MG TOWN OF SOUTHOLD o E /AREA 0„ PLANNING BOARD 2S -0 j/ iOPRECAST CONCRETE 6„ SRM E15 NS? Wltl{IPl C� IVa / D WITH OOTI G o E INV �T 'Q TOS T.1(i�l 80 i o 11y$$y kEAN5 . Ca6 5" � i AKn'J�1: 1P El-EYA.TJ6N 0 INV E TO OF -� TOWN OF SOUTHOLD ; 9'72 WALL 0,6 ROAD OPENING PERMIT EL 1 .00 +31,55 IS REQUIRED. Z 31 3 ROADWAY RESTORATION 1 "0 C i1 Q- z PER TOWN REQUIREMENTS. + H TORM LEACHING SANT.ORINI, A LEACHNG POOL .11 0 SEDIMENfATION,B N 151INGUSWALE BEACH RIM/bL 12.50CONTINUE—TO ,�..., ._• n I / FT�of C�NfiIraDE To RESORT -- INS EL IN/OUT .7Y 2 /pICHAR BOTTOM EL 7.72 THE PON 9 ' TWO (2) S.C.D.P.W. TYPE A JUL — 7 2009 CATCH BASINS + RIM EL 13.00 i/ WITH 15"0 CPP ' - 2 0 4 \ "- PIPE INTERINV ELC110.75 - 6 CB BOTTOM �� �� �� DRAWING TITq_ EL 8.75 �� 6" REINV �/ I `�2 VEAL EL 10,7 DUCK POND ROAD ASPHALT CURB + 3 \ \ DRAINAGE PLAN 0 6 12 45.92 a£ JOB No, 08AE-00014 SCALE DESIGN 60 4 � AS NOTED M.G. LIMIT OF `5210 DRAINAGE AREA / C` DATE DRAWN APRIL 7 2009 H.B. -- � � CHECKED 1 DUCK POND ROAD EXISTING CONDITIONS PLAN 2 DUCK POND ROAD PROPOS AGS PLA ENAs H.B. a` '. 172077 MANAGER ,_.v,. 1 ��Y SCALE: 1 "=50'-0' �r i` H.B. © Copyright 2006 James, Lasala&Associates,LLP All Rights Reserved elf OF�� T 0 WORK SESSION AGENDA • SOUTHOLD TOWN PLANNING BOARD Monday, July 6, 2009 4:00 p.m. Review draft resolutions for the July 13, 2009 Public Meeting: Project name j E. Latham Conservation Subdivision ; SCTM#:J 1000-19 1 7 51 Location ; 31900 Main Road, Orient - .... 1 Description: ; This proposed conservation subdivision of 124 acres created 2 lots. The Development Rights have previously been sold on 114 acres. Lot 1 is improved with agricultural buildings and would equal 124.05 acres, with 114 acres of preserved farmland and Lot 2 equals 2.95 acres in the R- 200 Zoning District. Status: i Open Action: { Review resolution for Sketch Plan approval - - ---------- Attachments: -- Draft resolution j Project_name Peter Harbes/ Open Development Area SCTM# T 1000-120-3-11.11 1 Location: Aldrich Lane, Laurel Description: t This proposal is to identify an Open Development Area to recommend for Town Board approval (potential future Conservation Subdivision for three building lots and preserved farmland) Status: New application Action: Schedule Pub. Hrg. for August 10 2009 at July 13 2009 Pub. Mtg. Attachments: Staff report- Hand out _. - Project name: Joint Industry Bd. (Santorini) Site Plan SCTM# 1000-83.-2-17.3 _ - Location: 3800 Duck Pond Road, Cutchogue _.. Description: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a12.3 acre site split-zoned in the Resort Residential and Agricultural Conservation Zoning Districts. Status: Site plan review Action: Review draft resolution for SEQRA determination 1 Attachments: Draft resolution Project name: Conkling Point Estates SCTM# 53.4-44.1 & 44.3 Location: The property is located on the west side of Kerwin Boulevard, approximately 575 feet west of August Lane, in Greenport. Description: This proposal is to subdivide a 7.725-acre parcel into four lots, where Lot 1 equals 29,869 sq. ft., Lot 2 equals 29,869 sq. ft., Lot 3 equals 29,869 sq. ft., Lot 4 equals 29,869 sq. ft. and the open space parcel equals 4.1 acres, excluding the area of wetlands. This project includes the transferring of 37,882 sq. ft. of buildable lands from SCTM#1000-53- It 4-44.3 onto the subject property for the purposes of establishing yield. Status: Preliminary Hearing Held/ Closed i . Action: Consider Conditional Preliminary Approval Attachments: Draft Resolution . Pry James F. King, President t �QF SoUTy '� Town Hall Annex r Jill M. Doherty,Vice-President �l0 54375 Main Road P.O. Box 1179 Peggy A. Dickerson Southold, New York 11971-0959 Dave Bergen CA Bob Ghosio, Jr. �O Telephone (6:31) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Martin Sidor, Chair Planning Board FROM: James F. King, President Board of Trustees DATE: June 25, 2009 --:_ RE: Educational and Cultural Fund of Electrical Indu!ltry..=_ SCTM#83-2-17.3 In response to your request, a joint inspection was conducted with Robert McDonough and Eric Star from the Dept. of State on Fri., June 19th for the purpose of delineating the top of bluff line. It was determined the top of the bluff line to be located in the area as highlighted on the attached survey. No further review of the inland bluff is required because it is not considered a bluff under Coastal Erosion, as per the Dept. of State. Therefore, the proposed location of a meeting house was found to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code, as depicted on the survey prepared by John C. Ehlers last revised April 20, 2009. Please let us know if we can be of any further assistance. O 660 ol \ V A A `V A AV A ` V . 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I_I I I i i � \ ��� � aw� •r � -� �v / * 1 1 1 r 1 r ` 1 r y v �A _52 I "l r I i f / i I r I l / r l l/ r./ I _ ♦ \ l -' P_ „/' ` �7e. . lr�l /.r '/ r rr,/ ) ilr / rY I ��_, ` �� '' XIS ��� - ___.__" `•�7�_`` I _ lk•I l/ r / ;/ ' / r /Y / ill / ��'_-'' _,01-'-�� '� ,� '; � ------42-- Io 20 ---------------- d �0 pJ 0Q 26.4 20.0 O 22__--_____ _ r� - f� i � ___________ d _- �J� y 26.4 200' �0 0� I ' lil / 1 l ' li i / �\1,,24 O � .' � � � _ l lr /r 1 ' 1 rrrl I ti __________- -------- 0 __L 1 ' I r l _ I I ' __ ------------- • • MAILING ADDRESS: PLANNING BOARD MEMBERS `�QF so P.O. Box 1179 MARTIN H.SIDOR �Ov` �l0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L. EDWARDS 54375 State Route 25 GEORGE D. SOLOMON 0� JOSEPH L.TOWNSEND �rtV (cor. Main Rd. &Youngs Ave.) yCOu Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Gerard P. Goehringer, ZBA Chairman From: Kristy Winser, Sr. Planner Date: June 23, 2009 Re: Educational and Cultural Fund of Electrical Industry SCTM# 83.-2-17.3 This is in response to your request for comments dated June 15, 2009 for the above referenced application. The Planning Board has been made aware that the Educational and Cultural Fund of Electrical Industry has made an application to the Board of Trustees. The Planning Board is requesting that pursuant to Chapter 111, Coastal; Erosion Hazard Areas, that the top of bluff line be delineated by the Board of Trustees to accomplish current and future site design of the parcel. At this point, additional information is necessary for the Planning Board to complete its review of the site plan and SEQRA to then provide comments to your office. A memo to the Board of Trustees dated May 22, 2009 has been attached, for your information. Please contact, the Planning Department with any questions you may have. MAILING ADDRESS: PLANNING BOARD MEMBERS pF SOUjyo Southold,ox 1 79 MARTIN H.SIDOR �Q l� 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS r/a Town Hall Annex KENNETH L. EDWARDS GEORGE D ,� 54375 State Route 25 D. SOLOMOND �Oly (cor. Main Rd. &Youngs Ave.) JOSEPH L t^Q � Southold, NY Telephone: 631 765-1938 Faze: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Jim King, President Board of Trustees From: Martin Sidor, Chair Members of the Board Date: May 22, 2009 Re: Educational and Cultural Fund of Electrical Industry SCTM# 83.-2-17.3 The Planning Board has been made aware that the Educational and Cultural Fund of Electrical Industry has made application to the Board of Trustees. The Planning Board is requesting that pursuant to Chapter 111, Coastal; Erosion Hazard Areas, that the top of bluff line be delineated by the Board of Trustees to accomplish current and future site design of the parcel. Please contact Mark Terry, Principal Planner within the Planning Department with questions. Office Location: Mailing Address: f,At i; Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1 179 Southold, NY 11971 Southold, NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 MEMO TO: Planning Board FROM: Gerard P. Goehringer, ZBA Chairman3 DATE: June 15, 2009 SUBJECT: Request for Comments ZBA#6314—Educational &Cultural Fund of the Electrical Industry As confirmed with your office, the ZBA is reviewing the following application. Enclosed are copies of the Building Department's Notice of Disapproval, ZBA application, and current map on file. The Planning Board may be involved under the site plan review steps under Chapter 236 (Zoning), and your review and comments are requested at this time. NAME TAX# ZBA# BI DISAPP VARIANCE DESCR DATE OF PREPARER ZONE DIST DATE STAMPED OF PLANS PLANS Educational & 83-2-17.3 6314 June 3, Proposed Meeting 4/20/09 John C. Ehlers Cultural Fund of RR AC 2009 House; Section 236- SURVEY Land Surveyor the Electrical 13(v); land slope Industry percentage Your comments are requested within 30 days of this letter. If desired, the file is available for review of additional documentation. Thank you. Ends. TOWN OF SOUTHOLD BUILDING PIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. 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 from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and_regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( ature of applicant or name, if a corporation) CnCIIII l2t,C<cIc Sr'ra4e/tl (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises %G in ffU`fes] GlrY� �J yPG fYr C�cLr5/yt (As on th6 tax roll or latest deed) ^tom If applicant is a corporation, signature of duly authorized officer / (Name and tittle of corporate officer) 1-0 V� Builders License No. ! �✓JYIhL+ �` — Plumbers License No. Electricians License No, Other Trade's License No. 1. Location of land on which proposed work will be don y� ADO 4'<-& House Number Street Hamlet County Tax Map No. 1000 Section 3 Block Lot 7 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 Al C j4<j b. Intended use and occupancy_ 4�.e� fZ y c 6'1DU.5� 3. Nature of work (check which applicable): New Building k Addition Alteration Repair Removal Demolition Other Work_ (Description) 4. Estimated Cost _ Fee _ (To be paid on filing this application) 5. If dwelling, number of dwelling units _Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ��4"r - 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO X 13. Will lot be re-graded? YES_NOWill excess fill be removed from premises? YES NO✓ 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFI ��E[Y 10a ( a—_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing rnntract) gbovr namPd (S)He is the (Contract Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. .......... Sworn to before me th``s,, day of I'l a 20 P¢otary Publ c eersrAPERwNe Signature of Applicant Noby Punk.fine of NewTak Nm O1PE 6130636 r OuallfledurM Suffolk County '� coriniaa F-Pir"44 t § 236-12 SOUTHOLD CODE § 236-13 (e) All temporary and permanent stormwater runoff control measures, including soil stabilization techniques and stormwater drainage and storage systems, including ponds, recharge and sediment basins (identified as to the type of facility, the materials from which it is constructed, its dimensions, and its capacity in cubic feet); (f) The anticipated pattern of surface drainage during periods of peak runoff, upon completion of site preparation and construction activities, identified as to rate and direction of flow at all major points within the drainage system; (g) The location of all roads, driveways, sidewalks, structures, utilities, and other improvements; and (h) The final contours of the site at intervals of no greater than two feet. (4) A schedule of the sequence of installation of planned soil erosion, sedimentation and stormwater runoff control measures as related to the progress of the project, including anticipated starting and completion dates. 1 1 6-13. Performance standards for approval of erosion, sedimentation and stormwater runoff control plans. A. The site erosion, sedimentation and stormwater runoff control measures shall be appropriate for existing topography, vegetation and other salient natural features of the site. The plan shall indicate that the development will preserve natural features, minimize grading and cut and fill operations, ensure conformity with natural topography, and retain natural vegetation and trees to the maximum extent practicable in order to create the least erosion potential and handle adequately the volume and rate or velocity, of surface water runoff. B. Site grading, excavation and filling shall minimize destruction of natural vegetation, the potential for erosion, sedimentation and stormwater runoff and the threat to the health, safety and welfare of neighboring property owners and the general public. C. Erosion, sedimentation and stormwater runoff shall be controlled prior to, during, and after site preparation and construction. During grading operations, appropriate measures for dust control shall be undertaken. D. Areas exposed by site preparation shall be protected during site construction with hay bales, temporary vegetation and/or mulching to meet the requirements of the NYSDEC SPDES program in effect. E. Natural drainage patterns shall be protected and incorporated into site design. Where natural drainage patterns are demonstrated to be adversely affecting a beach or wetland, drainage patterns may be altered in a manner which reduces the threat to such beach or wetland and does not create other flooding or erosion problems. F. Site preparation, including stripping of vegetative cover and grading, shall be undertaken so that no individual building site is stripped of its vegetation cover more than 30 days prior to commencement of construction. Soils exposed or disturbed by site preparation 236:8 04 - 1.5 -2007 § 236-13 STORMWATER MANAGEMENT § 236-13 shall remain so for the shortest practical period of time during site clearing, construction and restoration. G. Disturbed soils shall be stabilized and revegetated or seeded as soon as practicable. During the interim, erosion protection measures such as temporary vegetation, retention ponds, recharge basins, berming, silt traps and mulching shall be used to ensure that sedimentation is minimized and mitigated. H. In no case shall stormwater be diverted to another property either during site preparation or after development. In appropriate cases, with the approval of the Superintendent of Highways, drainage control measures may be implemented in the right-of-way attendant to an adjacent Town highway, at the applicant's expense. I. During the construction period, disposal of stormwater runoff generated by development activity shall be handled on site. Baling, mulching, debris basins, silt traps, use of fibrous cover materials or similar measures shall be used to contain soil erosion on the site. J. All projects, regardless of the area of groundwater removal and/or grading, shall retain a natural vegetative buffer zone along water bodies, including wetlands and marshes, if one is imposed by the Board of Trustees. If necessary, other forms of erosion control measures will also be included. K. Natural land features such as shallow depressions shall be used, wherever possible, to collect stormwater on-site for recharge. L. Site designs shall minimize impermeable paving. M. Stormwater runoff shall not be directly discharged to surface waters, marshes and wetlands. Stormwater pollutants shall not be discharged directly into a wetland, but shall be attenuated by using holding ponds, sedimentation basins, perimeter benning, vegetated buffer areas and other measures that reduce flow velocity and increase storage time. Pollutants shall not be discharged into wetlands. In addition, any filtering devices constructed as part of the drainage system must be adequately maintained in order to function properly. N. All wetland vegetation shall be maintained. Dredging and site construction should not disturb wetlands either by direct removal of vegetation or substrate, or by the alteration of adjacent slopes that would undermine the stability of the substrate unless permission is obtained from the Board of Trustees. Grading equipment shall not be allowed to enter into or cross any watercourse or wetland. O. Subsurface sediments shall be maintained to provide structural support for the soils of the wetlands. P. The elevation of a wetland shall not be altered. Q. No vegetation required by any agency as a buffer to a natural protective feature shall be disturbed by grading, erosion, sedimentation, or direct removal of vegetation. 236:9 04 - 15 -2007 § 236-13 SOUTHOLD CODE § 236-15 R. Fill shall not encroach on natural watercourses, constructed channels, wetlands, or floodway areas. All fill shall be compacted at a final angle of repose which provides stability for the material, minimizes erosion and prevents settlement. S. Trails and walking paths along water bodies shall be sited and constructed so they are not a source of sediment, subject to the approval of the Board of Trustees. T. The amount and velocity of runoff from a site after development shall approximate its predevelopment characteristics. However, if the site is adjacent to coastal waters, stormwater shall be contained on-site, to the maximum extent practicable, to prevent direct discharge of runoff to coastal waters. U. Natural floodplains and major drainage swales shall not be altered or disturbed in a manner which decreases their ability to accommodate and channel stormwater runoff and floodwaters. If no practicable alternative to the location of development, roadway, driveways, and similar surfaces within these areas exists, such facilities shall be sited and constructed to minimize and mitigate the amount and velocity of stormwater entering the channel, floodplain or swale and to approximate the original functions of the undisturbed condition. ✓ ) No land having a slope equal to or greater than 20% shall be developed or disturbed except for conservation measures or measures intended to remove debris which inhibits the functioning of the Swale, except accessways to shorelines approved by the Board of Trustees shall be permitted. Natural vegetation and topography shall be retained to stabilize soils and reduce the volume of stormwater overflow. W. On lands having slopes of less than 20%, but composed of highly erodible soils, development proposals shall include consideration of the load-bearing capacity of the soils. Unless it can be demonstrated that the soils can be stabilized with a minimum of on-site disturbance and no adverse impacts to the stability of neighboring properties, the development proposal shall not be approved as submitted. X. All permanent (final) vegetation and mechanical erosion control measures called for in approved plans shall be installed within the time limits specified by the Building htspector, and no later than the expiration of the municipal permit issued therewith. § 236-14. Approved plans. Plans approved by the Building Inspector in conjunction with the issuance of a drainage control perni t shall also be filed with the County Clerk indicating that such plans are binding as against future purchasers, granting the Town permission to enter the property for compliance enforcement purposes, and containing a summary of the plan's requirements. § 236-15. Variances. A variance may be granted by the Zoning Board of Appeals of the Town of Southold upon receipt of an application from a property owner which meets the criteria for an area variance set forth in § 267-a of the Town Law. 236:10 04 - 15 - 2007 VU VV VJI IJLJ I vrvv r� iv r FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 3, 2009 TO: Patricia Moore For E & C Property Holding 51020 Main Rd. Southold, NY 11971 Please take notice that your application dated May 20, 2009 For drainage control permit at Location of property 3800 Duck Pond Rd., Cutchogue Cournty Tax Map No. 1000 - Section 83 Block 2 Lot 17.3 Is returned herewith and disapproved on the following grounds: Pursuant to Section 236 (13)(v) no land having a slope equal to or greater than 20% shall be developed or disturbed except for conservation measures... Site plan shows construction of proposed meeting house in an area of greater than.20% slopes. Authorized Signature CC: file, ZBA ua 0 MAILING ADDRESS: PLANNING BOARD MEMBERS ,ilY' r "0 P.O.P.O. Box 1179 MARTIN H. SIDOR X Southold, NY 11971 Chair yq� OFFICE LOCATION: WILLIAM J. CREMERS �n =ac Town Hall Annex KENNETH L. EDWARDS 54375 State Route 25 GEORGE D. SOLOMON ,ly (cor. Main Rd. & Youngs Ave.) JOSEPH L. TOWNSEND `-_ � �7 )p ��' °� (, � Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE April 28,2009 TOWN OF SOUTHOLD Patricia C.Moore 51020 Main Road Southold, NY 11971 Re: Joint Industry Board of the Electrical Industry Site Plan Review - SCTM# 1000-83-2-17.3 Dear Ms. Moore: Thank you for your submission of a slope analysis highlighting any slopes equal to or greater than 20% on site for the above property as requested. Pursuant to Town Code Section 236-10, it has been determined that the activities proposed on site require a drainage control permit from the Building Inspector as it applies to the proposed location of this building. At this point, no municipal permit can be issued for activities requiring a drainage control permit, nor shall any application therefore be deemed complete, until the Building Inspector has first issued his approval of the erosion, sedimentation and stormwater run- off control plan. Please contact the Building Department for a stormwater assessment form at your earliest convenience. Contact me anytime with any questions that you may have. Thank you. Sincerely, Kristy*Plaer (X� Senior cc: Planning Board Michael Verity, Chief Building Inspector Gerard P. Goehringer, ZBA Chairman Heather Lanza, Planning Director Mark Terry, Principal Planner Jamie Richter, Town Engineer 3358554733 NOTICE OF INTENT New York State Department of Environmental Conservation Division of Water _ 625 Broadway, 4th Floor NYRELCECEI Albany, New York 12233-3505 (roL DEC °se only) Stormwater Discharges Associated with Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General Permit # GP-0-08-001 Ail sections must he completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicants are responsible for identifying and obtaining other DEC permits that may be required. -IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE OWNER/OPERATOR MUST SIGN FORM E ,.t '.�'L' .F -Y 5"' a EyL' � ��'i s � i �t t.kvr• AWfi�x,(;(4,p��,t9Ty'='IrCompa'nY F1'afi��`�ra'ua-fie q�anex'i�lama�37unacz'pal �y J o i n t I n d u s t r y Boa r d o f t h e E l e c t - u.: x as IMMm t !. tOF2pE&-Y?Qeako�, gn"taC .' `Pers?Jri?.'yfSt' lame....('IJ03', CQI�SCl7���ANTr).-.,,„4_ i -r r.�:�.-� ; i,m-. -nem . r D o c e t i fr�h3�.. ,.r J o s e p h Lj •as"' a' x� ir +�'�: : x sg'r '�i "' `T+ �I'-ih� `a- aSt ,�3j �E�,� ,. 1� 1141.3 rr:.�r yds n A r C.tr"a i V2F'_, R Ll.,ei�rr -a^zu ._4_Mu �,�..M 2 0 3 1 9 9 4 7 68 9 '� 6 rm � u-' j d o c e t i Q j b e i c o m r� F0 sr'z... ;� s afro' ik 4 .sr• s.;�,;. s-i�` z ; C' a ,y;'�-' '� e.-aa y- e� l;-�'`��'a''���'��e -�-•.'-sem. �q L a '.� � :�s � 'r'-�'a�� ,r�s:.�'i�*-� r-�!k Asa �a 3, �'��ta�� LPage 1 of 10 1149554739 ... �4 a project S1,£e �nfdrmatiam s-+-'` ._,. �. .sRMI. 557 v� !r's'.�R-+F ' 'ef:` x 3 i ? r ei t x..rt teary, }-' 7 r{c [w z r .5 `"a s�� �;.Pso7e.ct ss�.-ee,.Nantie v ._ . e -; S a n f o r >.. n 1 B e a c h R e s o r 4 - -i2EY'i€f. dYeS83NIIT Y'O ''$OX;$ �I' + ' ec ' c �y is ri y 3cck �y r v r v 3 8 0 OI Du1ck Pon Cl �Ro ad 5 ' xs ''u x�s3. y "�`` � T y -;�1NID�ta��a�.,'SQu �' E'asE rt Q West. w a,3 t, j S o u t h o l d iL i t .F s. z r ,� t ti. z s Vit;• �' -00 -� -C �qI-T� �� � 1 J S ll f f o l k « . ,tSamey�n�.�7gare���soss.Street ..�..,: .. .. .�> .., �'"� .•,, , __-. .. s 2Y 4.' � -'�+✓ ' i o a t_'3�n Re,�dt2 Tr os Yee �13y$t$tie "!•'f'` `Tep $st"C,L'o�u59tr}eet l�.e £ J. ao y'Y+ F er ; -', 274Ft�z * .$outh� M.�$.as'� West F tee' tiy" .y„ z T`�.+ 4 iTs e' z �l .rs. ^x' .y. r � �'' �, ,•aj" 9HY�.�a c ' � .i r-. s s 1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stormwater Interactive Map on the DEC website at: www.deu.ny.gov/imsmaps/stormwater/viewer.htm Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located your project site go to the dropdown menu on the left and choose "Get Coordinates". Click on the center of your site and a small window containing the X, Y coordinates in UTM will pop up. Transcribe these coordinates into the boxes below. For problems with the interactive map use the help function. X Coordinates (Easting) Y Coordinates (Northing) 3 7 4 5 4 5 7 6 6 '•-2,.-�n' ]dt 15"+t32-3]'atl,�g' o .disc GOAS,tTi30 t'li3n..°'QYU�P:Cit7 "f`.-ay st'.ti�s*r,y.i '� a �r ..z„�•z 3�a--�:y� v cx s -�s vv's ,- , s1�rz�' k 5 � ..,3 �. �€^�, r� � � i - � {� � �;t�Redevelo�went xa.th increase �.n amperv�.�snessY 'Is'�"'+ �,+�'� P - -�Aedexelopment w>,th-no3sperease Yn Y'ntpervio4sne�ss - �, �, r�i tj r t Page 2 of 10 i 9928554732 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use ® FOREST O SINGLE FAMILY HOME Number of Lots O PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION O CULTIVATED LAND ()TOWN HOME RESIDENTIAL O SINGLE FAMILY HOME O MULTIFAMILY RESIDENTIAL O SINGLE FAMILY SUBDIVISION O INSTITUTIONAL/SCHOOL O TOWN HOME RESIDENTIAL O INDUSTRIAL O MULTIFAMILY RESIDENTIAL B COMMERCIAL O INSTITUTIONAL/SCHOOL O MUNICIPAL O INDUSTRIAL O ROAD/HIGHWAY O COMMERCIAL O RECREATIONAL/SPORTS FIELD O ROAD/HIGHWAY O BIKE PATH/TRAIL O RECREATIONAL/SPORTS FIELD O LINEAR UTILITY (water, sewer, gas, etc. ) O BIKE PATH/TRAIL O PARKING LOT O LINEAR UTILITY O CLEARING/GRADING ONLY O PARKING LOT O DEMOLITION, NO REDEVELOPMENT O OTHER O OTHER s � '`'sem`=.r r s s c,-�,-,:a,z• '.�., z i-a ,- 4..i .� � � � y is.�+ �inrs .,i.. 5. Is this a project which does not require coverage under the General Permit (e.g. Project done under an Individual SPDES Permit, or O Yes 9 No department approved remediation)? � �'r'".rSS '�1�18 eT� A �� li yF3�tidt•@ a�ltitllb �.L �s�tlte ay�'e�� 'OY'F��C�Y �� ~ -�i �- � ,. 7. In accordance with the larger common plan of development or sale, enter the total project site acreage, the acreage to be disturbed and the future impervious area (acreage)within the disturbed area. Round to the nearest tenth of an acre. Total Site Acreage To Existing Impervious Future Impervious Acreage Be Disturbed Area within Disturbed Area Within Disturbed 1 6 ,❑6 �'❑0 L_L_LJ_J'� L_L__J_L_I' 9. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site. A B C D 00 0 % 1 0 0 % E00 0 0 0 % Page 3 of 10 i • c F— 0490554735 0 340 Start Date End Date 11 . Enter the planned start and end 0 9 1 — 2 0 1 0 dates of the disturbance activities. 5 2 0 0 9 0 9 1 5 X12;52TUte a,, —t'he,zze�i'est,"na'eGtal,v surf-ace. at bad9Sses! :.ta aahrc'h .consL�',uc�inn, sl'ke : L o n g I s l a n d S o u n d—a "-'�- n ayy � .� ,3,.sy. r ,,a { i-r a•. �'-, ��`d�i-o- „ z s s�d '� 't s:t 4 a 1 i.. 'S S?`--�•.. c s �-R3HI ��'}191 -c a. � i ° 4yr -� � -3' t��tide :_�! �a'a�e xTurssdi��3on;©n ^ .✓, ���^Igxti3r�����'GU'^TUrk${d�.G�On'�©��'aS1�2� � r fi �. � 3-��c� ����,�,s� R�a�._�� s €.r� ;VSs -. tuft '-ee '*� 47e iMl hE823c.rr77,.`'�7ll 15d}CG3.SQhtAn S1t '� 711�} {W am s'1^�i�`�� >a{y x ^�` 31 a 1v '�-�' �: mmFlp z. zii i ci' �,'hv -" � 'EZ eli31S.' IRL']�sKiic7.On $ -i ei 4 ar3 LIM x+.t� :ve'.a ' in. tL',., ?, .-.ww. W3yst7.ZJ, 1'9. en'�3f�12d? �v. „- 4 {¢ i' 'mkMLarn. -a r;� s L--'C y{i 1 '`r',x..,'s`*"v?3'`�S a '-�- y._},t �r its tl� e' w �' aaza4f- L' '.� � r4 "� - P glong 4tb N 5 r x,� jz .'�`g'vm t➢e1` E'atg 3�Ym��`Cb 'p5 t£ngl rs I.x.'-,�s ,v _ i{r o- a 13. Has the surface waterbody(ies) in question 12 been identified as a p yes 0 No 303(d) segment in Appendix E of GP-0-08-001? 19 �5��`h7.�pro�ec� Ioca_ted k� one .of the Watersheds ade�L�,�1.ed, in”' -� ` � 4?Xes A No 15. Is the project located in one of the watershed areas associated with AA and AA-S classified waters? If no, O Yes No skip question 16. Page 4 of 10 6967554732 3�i$�PoeS this-�bgsira3'cto3}�--a�f.rK�.k�sdis tur3p.land i�z�"n5syo "��, �- '` '" �. a � _ exists'-iig 'a-�"iperv�q'i35-cove�`�}nd,where�t�he' �92'� E9.olQ Fla��e� x �-', �Y ��Ta as 75 l'cie 't.J,€.�ed-t 8S`7'ayy,-,"�' '9L bn t @ z .�D r'� 3c1.zv1LZ�' T•,.: f .a '.v iii �, S { ..--- . _ xf Yes.. what zs the acreage to b'�idlStgrbed� � t ti 17. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent area? O Ices No 1& ,.�AQ:Sf�$I@ -zvS�`£.�uAo£f'-£SS�Q��.�8pa1'-a,�3'ax5�'�Tinr ��32T`(` yY2m �� 71�-•�_r"i e �,�,� cr-���^' 3 z �. f uta- 2'" •-asrc. ] '� 'z s'-fi 4 ^� � ,s r"�=ys^� -'�`�i 1 t;Tr � 19. What is the name of the municipality/entity that owns the separate storm sewer system? S o Kt o l d .a � inz��$eW�' �'�'fFe F ��1 s*t � 4'•w ,,�t s..r,,"'.]y �`� r5„a � '" �''�"«a„ a yt � ,�� �_ 21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS Standards ® Yes O No and Specifications for Erosion and Sediment Control (aka Blue Book) ? It 4 --r, i3'a h vt, Ms..;[�a£ern a7 �� uan�tz,�.-y a e-o3 Ecom �"�aext's`� �.,.a}--5'z �( f Nbn �- eStif jd ,ssTZ3a8nti e27--Bt ,PTdprwa - �..�,-" z�"'� �ye....sg 23. Have the Water Quality and Quantity Control components of the SWPPP been developed in comformance with the current NYS Stormwater Management ® Yes ONO Design Manual ? i Page 5 of 10 J 7627554736 24 ahs S'L-crmwatgr-.Po11i3t'n on `PFe,3T�n��,on�Rlan �SWf�3') c3as ,p�epar-et'-1�g s� �� hr �s =3�i -�Sgi3} an�56iT3tcTG Cor�sex�vata.on`IJYs#.F�.Ctt �SwCD� � 1� `""'s - i "- '. yam" 3:a�zi�.j ei istered�7 A anlsFape� �- Y:a~o£e�LL s 4 aonal sn,��rt�s+a.osr-and w5'edtmanka Can�iol -�(CPESC);� --z - ,y � � r 5 r z� -a,.-'* r sris �� r w�•`�}�s'' � .-hj�,ye '..53s..� r eT 4 t S a m I e s I I L a S awl a & A s s o c r a t e Ys L L P��- ; oz, Gaynor M i c h a e l 111 OIval Dri ve Suite 129 - su I I S land I i s -41Ma� "'' 'S. � i t- i SWPPP Preparer Certification ` I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-08-001. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of. the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name MI M i c h a e l 11 111 1111 [E Last Name m GaynorI I I l Signature Date 0 4 2 7 2 0 0 9 Page 6 of 10 J F9699554737 E7� N 26. Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural Vegetative Measures 0 Check Dams 0 Brush Matting 0 Construction Road Stabilization 0 Dune Stabilization # Dust Control 0 Grassed Waterway 0 Earth Dike 0 Mulching * Level Spreader 0 Protecting Vegetation * Perimeter Dike/Swale 0 Recreation Area Improvement 0 Pipe Slope Drain 0 Seeding • Portable Sediment Tank 0 Sodding • Rock Dam (D Straw/Hay Bale Dike 0 Sediment Basin 0 Streambank Protection 0 Sediment Traps 0 Temporary Swale Silt Fence 0 Topsoiling Stabilized Construction Entrance 0 Vegetating Waterways Storm Drain Inlet Protection Permanent Structural Straw/Hay Bale Dike • Temporary Access Waterway Crossing # Debris Basin • Temporary Stormdrain Diversion 0 Diversion • Temporary Swale 0 Grade Stabilization Structure • Turbidity Curtain # Land Grading 0 Water bars 0 Lined Waterway (Rock) 0 Paved Channel (Concrete) Biotechnical 0 Paved Flume • Brush Matting 0 Retaining Wall •Wattling 0 Riprap, Slope Protection 0 Rock Outlet Protection Other 0 Streambank Protection -1 1 1 1 1 1 1 H 1 11 MIET] FTI I I I I I 1 1 1 1 1 El I IJ J I I I 1 111 III-TT111mn LPage 7 of 10 3250554734 Water Quality and Quantity Control Important: Completion of Questions 27-35 is not required if response to Question 22 is No. 'innO Eff in ni,nni nA nKE.ibb 0 in in ----------- -Well Mi€iltraon System in u �Qrq07 Channels "t"t int K inn %L F1 I I In ',rin'''g. 1,51M "Inz ini in 28- Describe other stormwater management practices not listed above or explain any deviations from the technical standards. Two (2)on-site catch basin sumps,2 ft. depth at each catch basin. It is proposed to construct a stormwater sedimentation system for the(off site)Duck Pond Road storm flow consisting of catch basin sumps, 10 underground sedimentation/leaching pools and an overflow catch basin. n.lZ Eli- p beendeveloped�- , : �U OF -0 ;a;D e nzl 'i dor;.- -_,tfkTrft at Eli Page a of 10 F1778554737 30. Provide the total water quality volume required and the total provided for the site. WQv Required WQv Provided 7 - 2 4 2 acre-feet �"F513 8 acre-feet s s'ax i � jY � :� ���a vTs ;t'�-*-r� t�f � r:. ..-- �� ix"� �.�s*:•:a �, 8]a P+ren -d,�,�tF ��S.iczw��q���arf��;d. SLoxm�a�t�r Saz> �.g `Cr�.teka•'a`£���.�'he s�irr.��=��a � ��� �'. i .e-�� �"��,�-+'�r�T-�"�"� +akk``,�.s-� r� -.-{. r s �. �. -,a -ia � -�1 a• a �`ax `-y �"�n1=>a-*o .� au �.� M' 31a.31a. The need to provide for channel protection has been waived because: _ 0 Site discharges directly to fourth order stream or larger i �'otal over'batik.'"81bAs�,�AntrAl,�rstera.a�-(413)x Peak �i5ci,�argE�rate"�sar�t"he���tfi'�,eaz�„�.'�i�m � . 'RE �nx s "31 wi ♦ . rfi si. Cv 8 ,e x.S-'i s r peve�,ppmen�i F Sy ! MEM ^ R -To#.a1.,Extmeme. Flood Control Crikeriar� Qfj Psaic disurats, r,t-he�,S(S,Q mmg gm - jN1ORM � 31b. The need to provide for flood control has been -_ O Site discharges directly to Fourth order stream or larger ® Downstream analysis reveals that flood control is not require �'.: IMPORTANT: For questions 31 and 32, impervious area should be calculated considering the project site and all offsite areas that drain to the post-construction stormwater management practice(s) . (Total Drainage Area = Project Site + Offsite areas) 32. Pre-Construction Impervious Area - As a percent of the Total O Drainage Area enter the percentage of the existing impervious areas FM7 O before construction begins. -1 �" h�sr.',th8' e e nt"a�'e,,<isheilfuture,�rclperviv�us ear t3iat 3� Cea-tdxest ,r]. R.z-,tii`e 'Say3,t 'F- 31yotnpl2'tloht7fl'Y."cih 4! � .1• � 9 ! ..'� ,�-_ 34. Indicate the total number of post-construction stormwater management practices to be installed/constructed. r- _� a i -il 1 r 'mss z ri .., rauzde+the'+total'n>ztnber,z3,f�'.s orv'iv5a}ez` -dssch rge' 1 15,MR 4. s -c�?.tQ .nCude �l�schasg8s„tarihery ��Yrt£acs t ers�or3 toF separate . x 3,, 0 O .� t{ r. Page 9 of 10 F1912554739 36. Identify other DEC VufltiltJ that arc required for thia prujecC. DEC Permita U Air pollution Control. ()Navigable waters P.r.otecti.on / Article 15 o r,m6r.A]. Erosion O wu Ler 91,131ity 0?rtificote 0 Hazardous waste (7) DAM .5'?for.y bony ,iv.).af,d Wells QWater ;opply p N.ined land Reclaatatlun O Fr�ahwrter wal.lunds/Article 24 g other SMS ()Tidal wotlands WOW wnst:w Y)Wi.).d, Scenic and Recreutional Rivere O None (;)+tr-nam Bed or ©rink Proteotion / Article 15 Q Uther_ _.- CTZI-L_C-1_LI:TTTI-T7_]J��1�T1�Z1 It ` �hl n ,i4 I rl flIt�P.PVgg • a l - 4F IN,�.qc.' 30. l: 011E project 000jeCt to the raquI r'mm"u o of a regulated, Trndi.t i.annl. land use control M54^ •yed ONO (If No, skip queation 39) 40. 1f WD NO1 is being submitted for the parpuae of continuing r:ovwrage under a yu,ural pefffut for stormwator runoff from cues LluctiOn activities, F,>.1na.YN indicate tho former SPDP_i number assigned. N Y —D= J �4 aiJ it". � •. � I'ti _ S �p.,�tR 7 i i I 1 YI r 9 �• �,u c � r jp;ifi ,n'S4wi S,a,t�1,iG 'Gui .tN. r „'� � l agp� A, YSt �l°HD' MA r d Wy..Y•"I lid. 8 I Page 10 of 10 J i 2i2'd 9£SR�'ci19T:o1 :woad £S�ST 6002-L2-2idti APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS ee: $ Filed By: Date Assigned/Assignment No. ffice Notes: House No. 3800 Street DUCK POND ROAD Hamlet CUTCHOGUE SCTM 1000 Section 83 Block 2 Lots) 2 _Lot Size_12.3 ACRES_Zone RR I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED May 18, 2009 BASED ON MAP DATED 4-20-09 Applicant(s)/Owner(s): E& C Property Holding,Inc by Educational&Cultural Fund of the Electrical Industry Mailing Address: 158-11 Harry Van Arsdale Jr.Avenue Flushing NY 11365 Telephone: 718-591-2000 Fax#: 718-969-3081 Email: NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Patricia C.Moore Esq. for(X )Owner,or ( )Other: Agent's Address: 51020 Main Road,Southold NY 11971 Telephone 631-765-4330 Fax#: 765-4643 Email: pem000rel(a)optonline.net Please check box to specify who you wish correspondence to be mailed to,from the above names: 0 ApplicanUOwner(s),or E Authorized Representative, or ❑Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED 4-20-09 and DENIED AN APPLICATION DATED 5/18/09 FOR: ?Building Permit 0 Certificate of Occupancy 0 Pre-Certificate of Occupancy 0 Change of Use 0 Permit for As-Built Construction DOther: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers. Do not quote the code.) Chapter 236 Storm water Management Section 13 Subsection (V) Type of Appeal. An Appeal is made for: 0 A Variance to the Zoning Code or Zoning Map. 0 A Variance due to lack of access required by New York Town Law-Section 280-A. 0 Interpretation of the Town Code,Article Section E Reversal or Other variance pursuant to 236-15 from 236(13)(v) A prior appeal E has, 0 has not been made at any time with respect to this property,UNDER Appeal No._1669 Year_1972,(second on premises ground sign for motel)_also pending appeal#6245 for height variance and special permit_. (Please be sure to research before completing this question or call our office for assistance.) Name of Owner: E&C Property Holding,Inc by ZBA File# Educational &Cultural Fund of the Electrical Industry_ REASONS FOR APPEAL(additional sheets may be used will?preparer's signature): AREA VARIANCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: The project has prepared and filed a stormwater discharge plan, reviewed and approved by the State of New York. (Copy of NOI attached to building permit application). A New York State approved stormwater management plan complies with the Federal and State Stormwater management programs which is the basis of the Town's stormwater code. The project will comply with the goals of the stormwater management code. Pursuant to § 236-4 The purpose of the Stormwater Code is to promote and protect, to the greatest extent practicable,the public health,safety and general welfare by: A. Minimizing soil erosion,sedimentation and stormwater runoff; B. Controlling, restricting or prohibiting activities which alter natural drainage systems, floodplains, stream channels and natural protective features, including wetlands, which contribute to the accommodation of floodwaters and retention of sediment; C. Controlling, restricting or prohibiting land use activities which increase nonpoint source pollution due to stormwater runoff, and/or which result in discharge onto public lands, neighboring properties or natural protective features; D. Assuring that land and water uses in the Town are designed and/or conducted using best-management practices to control flooding, stormwater runoff and discharge onto public lands,neighboring properties or natural protective features; and E. Promoting the recharge of stormwater into the freshwater aquifer to protect the drinking water supply and minimize saltwater intrusion. The proposed location of the meetinghouse conforms with the general purposes of the Stormwater code. As to(A)The proposed building does not result in soil erosion or runoff,does not alter natural drainage systems or discharge onto public lands or neighboring properties. (B)The proposed location of construction is sloped land but is not a"NATURAL PROTECTIVE FEATURE" which is defined as"A near shore area,beach,bluff,dune or wetland and the vegetation thereon." (C)the proposed project does not result in stormwater runoff, in fact,the applicant has been working with the Town of Southold to correct Town drainage problems on Duck Pond Road by constructing a large storm water collection point at the entrance of the applicant's property to capture the road runoff on Duck Pond Road and correcting the Town's road runoff which presently runs down hill and enters the Long Island Sound. (D) the applicant has implemented best-management practices and does not discharge onto either public lands, neighboring properties or natural protective features. (E) the proposed drainage system on site will provide a collection point to recharge the stormwater. The drainage provided for the proposed structure will not create erosion potential, the drainage associated with the construction is adequate for the volume and rate or velocity,of surface water runoff. The proposed location of the building into the slope enables the design of the structure to be integrated into the property. The volumes and height of the building, integrated into the gradual slope, become two story with walk out basement and upper roof top. The entrance of the building faces west where the topography of the property allows the main entrance directly into the basement level. This entrance provides for handicap access from the level of the motel units directly into the building. Once in the building there is an elevator which takes the members to the first floor where the meeting rooms are located. The rear of the building walks out from the first floor(above the basement level) at grade. The "third floor" is only a second floor space from the east side of the property. The"third floor"contains the elevator shaft and landing for the elevator. (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The property is sloped and provides a higher natural grade on the east side of the property. This allows the rear of the building to be an egress at grade. Handicap access to the story above the basement level is direct. The height of the structure from the east is only two stories. The height of the structure from the west shows the finished basement level exposed. The building will retain important water view. The proposed location of the building is set back from the 0 0 activity associated with the motel. The meeting house is used for education of the members and an appropriate distance from the motel activity is needed. (3) The amount of relief requested is not substantial because: The proposed location of the building is 100 feet from the easterly property line and areas with steeper slopes. The proposed structure is located in an area where the topography is elevation 32 to elevation 20 and both retaining walls and drainage structures will prevent stormwater from affecting this or neighboring properties. The entire structure will have code compliant fire suppression, the meeting rooms are on the basement and first floor space and both spaces have direct access to the outside. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The building is located more than 200 feet from the Long Island Sound. The building will be tucked into the hill. All storm water runoff will be controlled with gutter, leaders and drywells. The property is over 12 acres and this building will create no stormwater issues. The 100 feet to the east will be preserved and remain wooded. We are complying with the Stormwater Code in that all stormwater discharges is addressed on site in accordance with the engineering requirements of stormwater drainage. Pursuant to § 236-9 the applicant shall implement and maintain operational source controls to include but not be limited to: A.Installation of drainage control structures to contain and recharge all runoff generated by development. B.Maintaining private roads,streets,driveways,parking lots and walkways. C. Identifying and eliminating unauthorized connections to Town drainage control systems and public rights-of-way. D.Maintaining and protecting natural drainage patterns. E. Maintaining and protecting natural watersheds. (5) Has the alleged difficulty been self-created? ( )Yes, or ( X )No. The topography of the property enables the applicant to construct a "split level" structure which has direct access to the outside from both the east and west side. The stromwater is properly addressed through both site plan review and the building department Are there Covenants and Restrictions concerning this land: E No. ❑Yes(please furnish copy). This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box ( ) IF A USE VARIANCE IS BEING REQUESTED, A PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET., (Please be sure to eonlut I your athern SignatucCof Appellant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn t re r this day of n ,20 (ag Nopary Public � 17 BETSY A.PERKINS NOMy Pudic,Stale of New Yofh No.O1PE 6130636 Oualified In Suffolk Co COnimlb wEN*eaa,i tY 8�� Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF 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 Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION Construction of meeting House 338 feet from Long Island Sound SCTM# 1000-83-2-17.3 AGENT: Patricia C. Moore Esq. 51020 Main Road, Southold NY 11971 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ❑ Zoning Board of Appeals ❑_ 1 Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: ❑ Type: Town of Southold LWRP Consistency Assessment Form 1 Nature and extent of action: Construction of Meeting House for Motel (owner Educational & Cultural Fund of the Electrical Union) Location of action: Duck Pond Road formerly Santorini /Beachcomber Motel Site acreage: 16.59 acres Present land use: Motel, restaurant, pool Present zoning classification: RR 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Educational & Cultural Fund of the Electrical Industry (b) Mailing address: 158-11 Harry Van Arsdale Jr. Ave., Flushing NY 11365 (c) Telephone number: (631)765-4330 (c/o Pat Moore) (d) Application number, if any: _ Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ❑ If yes, which state or federal agency: DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): Project is located in Reach 2, the LWRP recognizes that the Town land uses comprises of facilities which foster tourism and recreation. The subject property is a motel site which required infusion of capital. The Joint Board acquired the site and is renovating the existing motel, legalizing units which were developed in an detached building known as the "pool house" and is proposing to construct a meeting house for the training and educational programs offered by the Electrical Industry. The motel and meeting house will be for the Electrical Industry members only. The location of the proposed meeting house will retain the slope. All stormwater is captured on site and the proposed building will not result in stormwater discharge issues. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section Ill- Policies Pages 3 through 6 for evaluation criteria Town of Southold LWRP Consistency Assessment Form 2 0 0 Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The subject property contains a motel pool and detached building. The proposed meeting house will be in an area of previous disturbance In addition the balance of the property was formerly a farm which has been left untilled and succession of the vegetation has occurred There is no record of historical archeological resources. The subiect parcel was also previously the subject of a Full Environmental Impact study with issued findings A full Environmental Impact Statement addressed archeological and historical significance No archeological resources were discovered Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate) The proposed location of the new building is more than 300 feet from the Long Island Sound. The LWRP cites the Long Island Coastal Management Program which recommends enhancement of existing development no visual impact will result from this development The location of the building in the slope requires a variance. However, no stormwater discharge will be caused by the proposed development. The project will correct Town Stormwater problems voluntarily,. NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources fromllooding and erosion. See LWRP Section 111- Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The proposed addition will require compliance with NYSBuilding Code. According to the LWRP "the motel is situated in a natural break in the bluff line, in what was once an inlet which was filled in" Therefore the proposed development is not situated on the bluff. The proposed building is located at the based of a natural slope with 100 feet of woodland to the property line. All stormwater on site is captured on site Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III-Policies Pages 16 through 21,for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The new owners extended public water to the property at significant expense. The renovations and new construction will comply with drainage regulations with gutters and drywells and proper sanitary. The stormwater controls have been approved by DEC (NOI) Town or Southold LWRP Consistency Assessment Form 3 Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III- Policies; Pages 22 through 32 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): Proposed construction is more than 300 feet from Long Island Sound. Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III- Policies Pages 32 through 34 for evaluation criteria. See Section III- Policies Pages; 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): No impact on air quality Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): no hazardous waste on site. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III- Policies; Pages 38 through 46 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The public access to the Long Island Sound is the end of Duck Pond Road. This access is not affected. This access will be enhanced because the storwater which runs down Duck Pond Road will be captured on site. WORKING COAST POLICIES Policy 10. Protect Southold's wafer-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III- Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Town of Southold LWRP Consistency Assessment Fomi 4 0 0 Discussion (if appropriate): Several studies initiated by the Town of Southold have supported Marine Recreational uses and water enhanced uses. The comprehensive plan of 1985 recommended opportunities for resort hotel, the US & UK Stwardship Exchange Program also recognized the need for tourist development. Finally, the Long Island Coastal Policy recommended focusing economic development in areas where development is already established. The existing water enhanced use, the existing motel continues in use and is being renovated. The motel will be occupied by union members who receive training in the new building. Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): 300 feet from Long Island Sound Policy 12. Protect agricultural lands in the Town of Southold See LWRP Section III- Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The balance of the property provides open space, no agriculture is conducted on the land. Agricultural uses remain along Oregon Road on adjacent parcels 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 ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): All construction will comply with applicable eneru codes *copy of Town form created on 2/11/06 Town of Southold LWRP Consistency Assessment Form 5 PATRICIA C . MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski. Betsey Perkins Secretary June 8 , 2009 Mr. Goehringer, Chair and Southold Town Zoning Board of Appeals Southold Town Hall 53095 Main Road Southold, NY 11971 Re : Educational & Cultural Fund of the Electrical Industry Stormwater Code Variance 1000-83-2-17 . 3 Dear Mr. Goehringer and Board: Enclosed please find the following: 1 . Notice of Disapproval with Notice of Intent 2 . Variance Application 3 . LWRP 4 . Survey of property showing the location of the proposed building 5 . Plans prepared by Ehasz Giacalone Architect' s PC with Color drawing of elevation (with black & white copies) submitted with pending application 46245 If you need anything else please do not hesitate to contact me . Lvery ttrru�ly)yours, tricia C. Moore cc : Educational & Cultural Fund of the Electrical Industry LR £ U� cf- 1.4 U1 p- t..p•.�5 u ..,. � - uc m SCHD.9 F.D. 29 1,.w WIG v i 3 u 3 L`G r.,u� 1,• u• MIM x.euu 1v w �.,�• yy �, 9JZ - ♦ - 1u L u w s,L% • 1x-1 11.1J 1 • ni� � <ti% av � a i b 12.4 13.0 L' •4/ v 0 bd b• M1 a ` V.'. 2g1tG _ � s 4` L ]OJ11O yi G ! i eO n.1 z1, q • 3 � V d•+ !� ti`u A FM P M FE YC M Y oxro]-%u ! V A I J O v p A a{p —,a` 9x3 Pc a.,un SEL 14 EM Pit.14 ri-0WS UL.MIMCM EEE YGM. PM p . %`"41-W9 %S-%-%0w SE0 L A¢ O]S%-0ll FM PS.IQ �w PATRIA C. MOORE, ATTORNEY f LAW r 51020 Main Road, Southold, NY 11971 (631) 765-4330 DATE 10 �CG722C i2� C« c� suoJECTfG� � "' � L P-1 jj Oli;NCU � • MAILING ADDRESS: PLANNING BOARD MEMBERS pF so P.O. Box 1179 MARTIN H.SIDOR �OVv OldSouthold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS y -INC Town Hall Annex KENNETH L.EDWARDS �O 54375 State Route 25 GEORGE D.SOLOMON �� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND coo, Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Jim King, President Board of Trustees From: Martin Sidor, Chair Members of the Board Date: May 22, 2009 Re: Educational and Cultural Fund of Electrical Industry SCTM# 83.-2-17.3 The Planning Board has been made aware that the Educational and Cultural Fund of Electrical Industry has made application to the Board of Trustees. The Planning Board is requesting that pursuant to Chapter 111, Coastal; Erosion Hazard Areas, that the top of bluff line be delineated by the Board of Trustees to accomplish current and future site design of the parcel. Please contact Mark Terry, Principal Planner within the Planning Department with questions. Cc: Kristy Winser, Senior Planner Scott Hilary, Planner MAILING ADDRESS: PLANNING BOARD TIN H. OMEMBERSOf SO(/j�o • Southold,ox 1179 11971 Chair l OFFICE LOCATION: WILLIAM J. CREMERS y Town Hall Annex KENNETH L. EDWARDS T �� 54375 State Route 25 GEORGE D. SOLOMON O� 'M (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND yC�UIY l' Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 19, 2009 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Joint Industry Board of the Electrical Industry Site Plan Review - SCTM#1000-83-2-17.3 Dear Ms. Moore: Enclosed with this letter is a copy of the LWRP report prepared by Mark Terry. Please submit a revised Environmental Assessment Form per his report. If you have any questions regarding this request, please contact me. Very truly yours,/ I ALJ Kristy Winse Senior Planner Encls. K MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 MARTIN 11.SIDOR Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS 54375 State Route 25 GEORGE D. SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Kristy Winser, Senior Planner - 1 From: Mark Terry, Principal Planner ` Re: Review of the SEQR Full Environmental Assessment Form for Joint Industry Board of the Electric Industry SCTM# 1000-83-2-17.3 Date: May 13, 2009 See my comments below pertaining to the Full Environmental Assessment Form submitted for the project on November 14, 2008. Project Description: The description refers to a meetinghouse. All other documents refer to the action as a conference center. Please have the applicant amend the description to accurately reflect the action. Question 12: Are there any unique or unusual landforms on the project site? (i.e. cliffs, dunes, other geological formations? The "no" box is checked as the answer. The site contains a beach, a loosely consolidated glacial bluff fronting Long Island Sound and a vegetated, outwash bluff which continues in a north/south direction perpendicular to the Long Island Sound. Question 22: The anticipated water usage on site is 7,442 gallons/day. I spoke to Kim Kennedy from the SCWA today and she did not return my call today. Could you follow up with her. • i Question B. Project Description, 1 f: The proposed number of parking spaces with the addition of the conference center is 53. The proposed increase represents an increase of two ADA parking spaces over existing conditions. Please verify that this is correct. Question B. Project Description, 1 g: Maximum vehicular trips generated per hour. The applicant responded 72+ Saturday peak hour trips, based on a factor of 0.72 trips per peak hour for hotel use. Could you please verify that the number of vehicle trips is accurate for the proposed action. Cc: Heather Lanza, Director of Planning �F a(IU- OFFICE LOCATION: MAILING :ADDRESS: Town Halt Annex I'.O, Iim 1179 54375 State Route 25 # * Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G, 2 Telephone: 631 765-1938 'CIS Fax: 6:11 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD - MEMORANDUM To: Martin Sidor, Chair Town of Southold Planning Board From: Mark Terry, LWRP Coordinator Principal Planner Date: May 7, 2009 ._w - Re: Proposed Site Plan for Joint Industry Bd. of the Electrical Industry 3800 Duck Pond Road, Cutchogue SCTM41000-83-2-17.3 Zoning District: RR This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. SCTM#1000- 83-2-17.3 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 as well as the records available to me, it is my determination that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. It is recommended that that the Planning Board consider the following policy standards to further the below listed policies: Policy Standards 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. A. Minimize introduction of structural design components (including utility lines, lighting, signage and fencing) which would be discordant with existing natural scenic components and character. T D. Use appropriate siting, scales, forms, and materials to ensure that structures are compatible with and add interest to existing scenic components. The site is currently improved with two motel buildings, a restaurant, a cabana, an in ground swimming pool associated parking lots and a seawall. The proposed three story meeting/conference facility is proposed to be constructed within the bluff oriented north/south located on the eastern area of the property. However, as indicated below, the proposed footprint of the building is located on the face of the bluff in areas with slopes greater than 20% and therefore, as proposed, is prohibited pursuant to Chapter 236 of the Southold Town Code. It is recommended that the Board site the facility to achieve the greatest level of compatibility with the existing build out and associated scenic components as practicable. The siting of the facility in proximity of the bluff furthers this policy by using the height of the landform to mitigate the scale of the building. However, this use of the existing landform to mitigate the scale of the building can be achieved without compromising slope integrity by relocating the building adjacent to the bluff where less than 20% slopes occur (to the south of the current proposed location). To further the above policies, it is recommended that the Board require that all lighting fixtures on-site be retrofitted and/or installed to conform to dark sky standards. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: To further the above policies it is recommended that the Board require the following through covenants and restrictions: 1. The proposed erosion and sediment control plan and details plan dated January 14, 2009 indicates that"existing vegetation to remain shall be protected and remain undisturbed". A line of silt fence w/hay bales is shown however, the limits of clearing are unclear. Does the applicant propose to clear all vegetation south and east of the line? Correspondingly. "limits of disturbance" is referenced but not shown. It is recommended that the Board require that the limits of clearingand nd ground disturbance be clearly shown and labeled on the plan. 2. In addition, it is recommended that the Board retain all existingtreesrg eater than 6" three feet above the trunk pursuant to § 280-133 Application requirements. [Amended 3-27-2001 by L.L. No. 7-2001; 12-14-2004 by L.L. No. 25-2004; 3-29-2005 by L.L. No. 4-2005] not located within the building envelope. Once trees are identified it is recommended that the Board require that the trees be protected during construction. 3. Limits of clearing and grading should be shown on the site plan and marked in the field prior to any ground disturbance. 4. Require the use of indigenous vegetative species in landscaping. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 1. Avoid development other than water-dependent uses in coastal hazard areas. Locate new development which is not water- dependent as far away from coastal hazard areas as practical. b. Avoid hazards by siting structures to maximize the distance from Coastal Erosion Hazard Areas. The proposed building is located within FEMA Flood Zone X; areas identified as areas of moderate or minimal hazard from the principal source of flood in the area A "wrap- around" bluff system occurs on the property in the east. The portion of the bluff which is located adjoining Long Island Sound is regulated under Chapter 111 Coastal Erosion hazard Area and 275 Wetlands and Shorelines. The area of the bluff which is oriented north/south and not adjoining Long Island Sound is not a regulated feature. However the point where the regulated bluff and associated top-of-bluff line occurs has not been identified. It is recommended that the Planning Board require that the Board of Trustees establish the top-of—bluff line to determine compliance of the proposed action to the required regulatory setbacks. Additionally, the proposed location of the building is located on slopes greater than 20% and therefore the action does not conform to Chapter 236 of the Southold Town Code S 236-10. V. which states: V. No land having a slope equal to or greater than 20"% shall be developed or disturbed except for conservation measures or measures intended to remove debris which inhibits the functioning of the swale, except accessways to shorelines approved by the Board of Trustees shall be permitted. Natural vegetation and topography shall be retained to stabilize soils and reduce the volume of stormwater over ow. The proposed action proposes the grading or stripping which affects more than 5,000 square feet of ground surface and therefore the application requires a Town of Southold Drainage Control Permit pursuant to $ 236-10. Activities requiring drainage control permit. To further policies 5.1 and 5.5 below: 5.1. Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards; and 5.5. Protect and conserve the quality and quantity of potable water. A. Prevent contamination of potable waters by limiting discharges of pollutants to maintain water quality according to water quality classification, and limiting, discouraging or prohibiting land use practices that are likely to contribute to contravention of surface and groundwater quality classifications for potable water supplies; and It is recommended that the Board also require the following restrictions: 1. Require that all new parking areas/driveways be constructed of pervious materials. 2. Prohibit the use of synthetic fertilizers and herbicides. Pursuant to Chapter 268, the Planning Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Kristy Winser, Senior Planner File . Page 1 of 1 Winser, Kristy From: Michael Gaynor [MGAYNOR@jameslasala.com] Sent: Wednesday, May 06, 2009 4:03 PM To: Winser, Kristy Subject: [NEWSENDER] - FW: - Message is from an unknown sender Kristy. Attached is the Santorini NOI as sent of DEC on April 29, 2009. Please note that it needs to be revised to correctly describe the Duck Pond Road drainage system which has been changed from dry wells to pond. The SWPPP should be revised to include the Duck Pond Road drainage (and other corrections) and resubmitted to you. Also, the DEC needs the MS4 SWPPP Acceptance Form (attached) from the Town after the SWPPP is accepted by the Town. From: Michael Gaynor Sent: Wednesday, April 29, 2009 9:25 AM To: 'txcioffi@gw.dec.state.ny.us' Cc: 'Joe Doceti'; 'Louis Giacalone'; 'Patricia C. Moore'; Harvey Bienstock Subject: Toni: Attached is the NOI for the Santorin Beach Resort revised per your comments. Sincerely, Michael Gaynor, P.E. Environmental Engineer James, LaSala & Associates, LLP 11 Oval Drive Suite 129 Islandia, N.Y. 11749 Tel: (631) 592-2631 Fax: (631)232-1536 mgaynor@1ameslasala com www.lameslasala.com 5/7/2009 • • MAILING ADDRESS: PLANNING BOARD MEMBERS �O��QF sooTyola P.O. Box 1179 MARTIN H. SIDOR Southold, NY 11971 Chair #( OFFICE LOCATION: WILLIAM J. CREMERS N Town Hall Annex KENNETH L. EDWARDS T GEORGE D. SOLOMON �� �O 54375 State Route 25 JOSEPH L.TOWNSENDliYC0U1M (cor. Main R .& Youngs Ave.) 'Y I' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE April 28,2009 TOWN OF SOUTHOLD Patricia C. Moore 51020 Main Road Southold, NY 11971 Re: Joint Industry Board of the Electrical Industry Site Plan Review - SCTM# 1000-83-2-17.3 Dear Ms. Moore: Thank you for your submission of a slope analysis highlighting any slopes equal to or greater than 20% on site for the above property as requested. Pursuant to Town Code Section 236-10, it has been determined that the activities proposed on site require a drainage control permit from the Building Inspector as it applies to the proposed location of this building. At this point, no municipal permit can be issued for activities requiring a drainage control permit, nor shall any application therefore be deemed complete,until the Building Inspector has first issued his approval of the erosion, sedimentation and stormwater run- off control plan. Please contact the Building Department for a stormwater assessment form at your earliest convenience. Contact me anytime with any questions that you may have. Thank you. Sincerely, Kristy Win e Senior Pla er cc: Planning Board Michael Verity, Chief Building Inspector Gerard P. Goehringer, ZBA Chairman Heather Lanza, Planning Director Mark Terry, Principal Planner Jamie Richter, Town Engineer PATRAA C. MOORE, ATTORNEY * LAW 51020 Main Road, Southold, NY 11971 (631) 765-4330 DATE i TO SHE3JECT � J \ ` 1 c t rl ✓"�f"T�- : fG�. � C(;2 cc C, — 6 MAILING ADDRESS: PLANNING BOARD MEMBERS �QF so(/ry P.O. Box 1179 MARTIN H. SIDOR ��� Old Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS w Town Hall Annex KENNETH L. EDWARDS C 25 GEORGE D.SOLOMON �'� �� Main State Route s JOSEPH L.TOWNSEND liyCOU'M,� (cor. MaSouthold, on h ldYo�Y Ave.) IY 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Gerard P. Goehringer, ZBA Chairman Members of the Zoning Board of Appeals From: Kristy Winser, Sr. Planne . Date April 21, 2009 Re: Educational & Cultural Fund of the Electrical Industry SCTM#1000-83-2-17.3 ZBA#6245 This is to inform you of the status of your request for comments the Planning Board had received for the above application. As previously mentioned, the Planning Board will be conducting the SEQR review and had requested a slope analysis highlighting any slopes 20% or greater on site. This information is needed to complete the SEQR review and to provide comments from the Planning Board to the ZBA. In addition, the Suffolk County Planning Commission rejected the location of the building, requiring the Planning Board to further assess in detail the location of the proposed building on site. At this point, the applicant submitted the requested information on April 20, 2009 for our review. It is unlikely that we will have comments as requested in time for their scheduled hearing for this Thursday however, we will make every effort to send them as soon as possible. Contact me anytime with any questions that you have. Thank you. cc: Planning Board Heather Lanza, Planning Director Mark Terry, Principal Planner MAILING ADDRESS: PLANNING BOARD MEMBERS *0 so(/Ty P.O. Box 1179 MARTIN H. SIDOR h�� Old Southold, NY 11971 Chair u lir 7{r OFFICE LOCATION: WILLIAM J. CREMERS N Town Hall Annex KENNETH L. EDWARDS �0 (cor. Ma 54375 State Route 25 GEORGE D.SOLOMONJOSEPH L.TOWN END ��ycoum 0 Soin n Youngs Ave.) Southold, NY 1111 Telephone: 631 765-1938 Fart: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 9,2009 Patricia C.Moore 51020 Main Road Southold,NY 11971 Re: Joint Industry Board of the Electrical Industry Site Plan Review- SCTM# 1000-83-2-17.3 Dear Ms.Moore: I'm writing to request additional information that is necessary to complete our SEQR determination for the above referenced site plan. Please submit for review, an existing conditions map with shading of the areas where the slopes are greater than 20% on site. If you have additional questions, call me anytime. Thank you. Sincere , Kristy�ser Sr. Planner CC: Planning Board Zoning Board of Appeals COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE THOMAS ISLES, AICD` DEPARTMENT OF PLANNING DIRECTOR OF PLANNING March 4, 2009 Town of Southold Planning Board PO Box 1179 Southold,New York 11971 Art: Mr. Martin Sidor, Chair Re: Application of"Joint Industiral Board of Electrical Industry" SCTM No.: 1000 08300 0200 017003 SCPC File No.: SD-09-03 Dear Mr. Sidor Pursuant to the requirements of Sections A 14-24 of the Suffolk County Administrative Code, the Suffolk County Planning Commission on March 4, 2009 reviewed the above captioned application and after due study and deliberation resolved to Approve action subject to the following conditions 1. The location of the proposed conference facility shall be moved away from the natural steep slopes and wooded areas to limit their disturbance and the creation of potential erosion and storm water run-off problems. 2. The site plan and building shall be designed to conform to Suffolk County Planning Commission guidelines on public safety. Very truly yours, Thomas Isles, AICP Director of Planning Theodore R. Klein Senior Planner TRK:ds LOCATION MAILING ADDRESS H. LEE DENNISON BLDG.-4TH FLOOR P.O. BOX 6100 (631) 853-5191 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NY 11788-0099 TELECOPIER (631)853-4044 Submission Without a Cover Letter Sender: i Subject: SCTM#: 1000- �J= - �� 17 Date: Comments: �r_`, / � � .w.. ( _ ,` _ _� -' _ ����F `'� __... ^ f� ri ;�' .:, � ���� i a �. y." ! ! t r rr � � � � �:� x+ ,� +' �. { o � .,,�y � F i � * � rJ i F ��` __ �� �' YSM1 r l��} `�:� p: y f 'n.. i y.y ..., 1 ...., R 1 �� H �?x �� ��� �f� �� � �� .�� } , tit ti � �. .ti; � '� �_� � � ,� �1 i r �� '�`�LWl�11Cq -:�i "� ,_ �� - '� � : __ � __ �w COUNTY OF SUFFOLK ' l ' v� STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THOMAS A. ISLES,A.I.C.P DIRECTOR OF PLANNING February 24, 2009 Town of Southold Planning Board P.O. Box 1179 Southold,New York 11971 Att: Ms. Kristy Winser, Sr. Planner Re: Application of"Joint Industrial Board of Electrical Industry"" Zoning Action: Site Plan SCTM No: 1000-83-2-17.3 SCPC File No: SD-09-03 Dear Ms. Winser: Please be advised that pursuant to Sections A 14-14 to 24 of the Suffolk County Administrative Code, the above captioned application which has been referred to the Suffolk County Planning Commission will be reviewed by the Commission at its regular meeting on March 4, 2009 at the Legislative Auditorium in Hauppauge. The regular meetings of the Suffolk County Planning Commission are open meetings pursuant to the NYS Open Meetings Law, they are not public hearings. Any request to address the Planning Commission on any matter including subdivision or zoning referrals must be submitted prior to the meeting. Each request shall be submitted on a card (distributed before the regular meeting) identifying the person and/or organization and topic. During the public portion of the regular meeting each speaker shall be allotted three(3) minutes. An individual who has requested the opportunity to address the Planning Commission may relinquish his/her time to another speaker. However, no speaker may speak for more than six(6)minutes. In accordance with Suffolk County Planning Commission Policy, any information to be submitted to the Planning Commission will not be accepted at the meeting unless it has been acknowledged by the local referring municipality. The information must be accompanied with a letter from the local referring municipality describing such contents,as well as, instructions for treating previously submitted material. This policy was instituted to avoid confusion as to which information is being reviewed by all agencies. Should you have any questions or comments please do not hesitate to contact this office. Sincerely, Theodore R. Klein Senior Planner TRK:ds cc: Joint Industrial Board of Electrical Industry LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR P.0.BOX 6100 (631)853-5191 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(631)853-4044 Office Location: Mailing Address: Town Annex/First Floor, North Fork Bank 53095 Main Road j 54375 Main Road (at Youngs Avenue) P.O. Box 1 179 Southold, NY 11971 `<_ Southold, NY 11971-0959 http://southoldtown.noitlifork.net BOARD OF APPEALS TOWN OF SOUTHOLD r � w Tcl. (631) 765-1809 Fax (631) 765-9064 MEMO F t_ r❑ TO: Planning Board 1 FROM: Gerard P. Goehringer, ZBA Chairman DATE: February 24, 2009 -- " SUBJECT: Request for Comments ZBA #6245 — Educational & Cultural Fund of the Electrical Industry As confirmed with your office, the ZBA is reviewing the following application, and enclosed copies of Building Department's Notice of Disapproval, ZBA application, and latest map. The Planning Board may be involved under the site plan review steps under Chapter 280 (Zoning), and your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. NAME TAX#/ ZBA BD NOD VARIANCE PLANS PREPARER ZONE DATE DATE STAMPED Educational & 83-2-17.3 6245 6-18-08 280-36; 280- 11/3/08 Ehasz Cultural Fund renewed 35(B) Giacalone of the & Architects, Electrical amended P.C. Industry 10-20-08 Your comments are appreciated by March 31 , 2009. Thank you. Encls. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 18, 2008 RENEWED AND AMENDED: October 20, 2008 TO: Educational be Cultural Fund of the Electrical Industry 158-11 Harry Vain Arsdale Jr. Ave. Flushing, NY 11365 Please take notice that your application dated May 20, 2008 For permit to construct a conference facility and lc alizc existing "as built" units inside the existing "pool house" structure at Location of property: 3300 Duck Pond Rd., Southold, NY Comity Fax Map No- 1000 - Section 83 Block 2 Lot 17.3 Is returned herewith and disapproved on the following grounds: The proposed construction, on a conforming 12.3 acre lot partially located in the Resort Residential and Agricultural Conservation Districts is not permitted pursuant to Article VII, Section 280-36, Which states "Except as otherwise provided herein, no buildings or premises shall be used and no building or part thereof shall be erected or altered in the Residential RR District unless the same conforms to the Bulk Schedule and Parking and Loadinp_ Schedules incorporated into this chapter by reference with the same force and effect as if such regulations were set forth herein in full." dull: schedule limits such strictures to 2 % stories. The building is noted as being three stories In addition the ,proposed conference facility use and "as built"units require Special Exertion approval from the Southold Town Zoning Board of Appeals and Site Plan approval from the Southold Town Plannina Board, Pursuant to Article Vii, 280-35 (B) This Notice of Disapproval was written based on a survey, last dated 6/5/08 by John C Ehlers L.S. and amendedTetoer08 to address the new Suffolk Coun tax ma number for this property.llth01'" Note to Applicant: Any hange or deviatiou to the above referenced application, may require further review by the Southold Town Bualding Department CC: tile, Z.B.A.,planning 0 SOUTHOLD TOWN ZONING BOARD OF APPEALS Phone(631)765-1809Fax (631)765-9064 APPLICATION FOR SPECIAL EXCEPTION Application No. Date Filed: I (WE)hereby apply to the ZONING BOARD OF APPEALS, Southold,New York for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE, ARTICLE VII , SECTION 100-35 SUBSECTION B Owner(s)(as applicant): Educational & Cultural Fund of the Joint Industry Board for the Electrical Industry mailing Address: c/o Vito V. Mundo, Esq 158-11 Harry Van Arsdale,Jr. Avenue, Flushing,NY 11365 Telephone: 718-591-2000 NOTE: If applicant is not the owner, state if applicant is owner's attorney, agent, architect, builder,contract vendee, etc. Authorized Representative: Patricia C. Moore Esq. Address: 51020 Main Road,Southold NY 11971 Telephone: 631-765-4330 For the below-described property for the following uses and purposes(and as shown on the attached plan drawn to scale): (attach separate sheets if needed) Statement of Ownership and Interest: Educational& Cultural Fund of the Joint Industry Board for the Electrical Industry is(are) the owner(s)of property known and referred to as 3800 Duck Pond Road,Cutchogue NY (House No., Street, Hamlet) identified on the Suffolk County Tax Maps as District 1000, Section 83 , Block 2 , Lot(s) 17.3 which is not(is)on a subdivision Map(Filed "Map of " Filed Map No. ,and has been approved by the Southold Town Panning Board on as a[Minor] [Major] Subdivision). The above-described property was acquired by the owner on 1/11/2008 The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefore in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: The property which is the subject of this application is zoned split zoned-Resort Residential/back of property AC and [X ] is consistent with the use(s)described in the Certificate of Occupancy(copy attached). The CO issued in 1989 lists 34 units and restaurant [ ] is not consistent with the Certificate of Occupancy being furnished herewith for the following reason(s): All the existing buildings are being renovated to meet current,safety and building code standards. The motel is used exclusively by the members of the Electrical Union and their families. The owners wish to construct an accessory meeting house for their members. The motel will be used to house the members and their families. The members while they stay at the motel will participate in education and training sessions. The training sessions are run mainly on weekends. The members arrive from all over the Country and stay in the motel. The meeting house provides the location for the member's education and training. In addition,during the week day and in the event of emergencies the building can be used for the emergency computer equipment as backup/emergency data center. The main facility for the computers is in Flushing,Queens. The property which contains the motel restaurant and proposed meeting house will be for private use by the owner and it's members. There is no intent to advertise the motel for rental to the public or to open the restaurant or meeting house to anyone other than the members. The owner recently extended public water to the site to meet Suffolk County Health Department drinking water standards. The meeting house will be connected to public water, as are all the buildings on the premises,for water consumption and fire suppression. The motel includes additional built out units in what is formerly identified as the pool house. This application also includes legalizing the units which were developed in the 70's but where never formally recognized by the Town. In 1999 a Full Environmental Impact statement and findings was prepared which permitted 42 additional units and two single family The addition of the units in the pol house structure are very few addition rooms to the existing motel use. [ ] is vacant land. COUNTY OF SUFFOLK) STATE OF NEW YORK) / Signature) of�e� Sworn to before me this 3�'day of N = � r 20 O (Notdry Pub c) ZBA2 (rev.2/06) MARGARET C. RUTKOWSKI Notary Public, State of New York No. 4932528 Qualified in Suffolk Countyv Commission Expires June 3,_ 0 Additional information (page 3) The subject property contains a preexisting motel with 36 units, three apartments and a restaurant. An additional 42 units were approved in 1999. The applicant will be operating the preexisting motel for private use of the members of the Joint Industry Board of the Electrical Contractors (Union). The zoning of the south end of the property is AC, while along the Long Island Sound is RR. The owners propose to construct a meeting house for training and education of their members who occupy the motel units. The meeting rooms provide classroom space. The motel and meeting house is limited to their members. The Joint Board's offices contain an emergency computer center which will occupy a portion of the meeting house. The main computer center is in Flushing, Queens. This computer center will be manned by one person year round who will also serve as on site manager of the property. Public water was extended by the owners to the site. The proposed building is set back more than 100 feet from the concrete sea wall, in flood zone "x" which is not subject to flooding or erosion. Height: split level. Walk out basement- handicap access route, buried in the hill (mean average grade), third floor is simply a hallway, stairway, elevator with roof top access. From east side it is two story building. From west side attic space gives access. Even if three story entire building will have sprinklers. 0 0 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS [e.$ Filed By: Date Assigned/Assignment No. ce Notes: House No. 3800 Street DUCK POND ROAD Hamlet CUTCHOGUE SCTM 1000 Section 83 Block 2 Lot(s) 2 _Lot Size_12.3 ACRES_Zone RR 1(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED June 18, 2008 and last amended October 20,2008 BASED ON MAP DATED 6/5/08 Applicant(s)/Owner(s): E&C Property Holding,Inc by Educational&Cultural Fund of the Electrical Industry Mailing Address: 158-11 Harry Van Arsdale Jr.Avenue,Flushing NY 11365 Telephone: 718-591-2000 Fax 0: 718-969-3081 Email: NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc. and name of person who agent represents: Name of Representative: Patricia C.Moore Esq. for(X )Owner,or ( )Other: Agent's Address: 51020 Main Road Southold NY 11971 Telephone 631-765-4330 Fax #: 765-4643 Email: pcm000rel anoptonline.net Please check box to specify who you wish correspondence to be mailed to,from the above names: ❑Applicant/Owner(s),or F Authorized Representative, or ❑Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED 6/5/08 and DENIED AN APPLICATION DATED 5/20/08 FOR: 8 Building Permit ❑Certificate of Occupancy 0 Pre-Certificate of Occupancy ❑Change of Use 0 Permit for As-Built Construction OOther: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article VII Section 280- 36 Subsection_(height variance) Special Exception VII 280-35(B)Special Exception application submitted Type of Appeal. An Appeal is made for: E A Variance to the Zoning Code or Zoning Map. ❑A Variance due to lack of access required by New York Town Law-Section 280-A. ❑Interpretation of the Town Code,Article Section ❑Reversal or Other A prior appeal E has, ❑has not been made at any time with respect to this property,UNDER Appeal No._1669 Year_1972(second on premises ground sign for motel) (Please be sure to research before completing this question or call our office for assistance.) Name of Owner: ZBA File# REASONS FOR APPEAL(additional sheets maybe used with preparer's.signature): AREA VARIANCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: The meeting house building is two and one half stories by design but is a"split level" building due to the existing grades. The entrance of the building faces west where the topography of the property allows the main entrance directly into the basement level. This entrance provides for handicap access from the level of the motel units directly into the building. Once in the building there is an elevator which takes the members to the first floor where the meeting rooms are located. The rear of the building walks out from the first floor (above the basement level)at grade. The "third floor" is only a second floor space from the east side of the property. The "third floor"contains the elevator shaft and landing for the elevator. (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The property is sloped and provides a higher natural grade on the east side of the property. This allows the rear of the building to be an egress at grade. Handicap access to the story above the basement level is direct. The height of the structure from the east is only two stories. The height of the structure from the west shows the finished basement level exposed. (3) The amount of relief requested is not substantial because: The entire structure will have code compliant fire suppression, the meeting rooms are on the basement and first floor space and both spaces have direct access to the outside. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The building is located more than 200 feet from the Long Island Sound. The building will be tucked into the hill. All storm water runoff will be controlled with gutter, leaders and drywells. The property is over 12 acres and this building will have not impact on the physical or environmental conditions in the neighborhood or district. (5) Has the alleged difficulty been self-created? ( )Yes, or (X)No. The topography of the property results in a"split level"structure which has direct access to the outside from both the east and west side. Are there Covenants and Restrictions concerning this land: ❑ No. ❑Yes(please furnish copy). This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box ( ) IF A USE VARIANCE IS BEING REQUESTED, AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET: (Please be sure to consult your a(toMey.) <-Signature of Appellant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day of 0610 ,20 0,5 . Nota y Public MARGARET C. RUTKOWSKI Notary Public, State of New York No. 45x2528 Qualified in Suffolk County Commission Expires June 3, l/ QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION OWNER: Educational & Cultural Fund of the Electrical Industry CTM: 1000-83-2-2 A. Is the subject premises listed on the real estate market for sale? ❑Yes E No B. Are there any proposals to change or alter land contours? ENo 11 Yes,please explain on attached sheet. The meeting house is intentionally keeping the existing grades and the building becomes"split level" C. 1)Are there areas that contain sand or wetland grasses? 2)Are these areas shown on the map submitted with this application? yes 3) Is the property bulkheaded between the wetlands area and the upland building area? Existing concrete sea wall 4) If your property contains wetlands or pond areas, have you contacted the office of the Town Trustees for its determination of jurisdiction? n/a Please confirm status of your inquiry or application with the Trustees: new meeting house building is more than 200 feet from tidal waters or wetlands and if issued, please attach copies of permit with conditions and approved map. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? no E. Are there any patios, concrete barriers, bulkheads or fences that exist and are not shown on the survey map that you are submitting? no (Please show area of these structures on a diagram if any exist. Or state"none"on the above line, if applicable.) F. Do you have any construction taking place at this time concerning your premises? yes- renovation of existing buildings If yes,please submit a copy of your building permit and map as approved by the Building Department and describe: renovation of motel, restaurant and cabana G. Do you or any co-owner also own other land close to this parcel? no If yes, please label the proximity of your lands on your map with this application. H. Please list present use or operations conducted at this parcel: private motel and restaurant for the Electrical Industry and proposed use same,with education and training in meeting house (exampl�existi g: single-family; proposed: same with garage or pool, or other description.) Authorized Signature and Date 2/05; 1/07 APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: Owner: Educational & Cultural Fund of the Electrical Industry Date Prepared: October 28, 2008 I. For Demolition of Existing Building Areas Please describe areas being removed: none II. New Construction Areas : _Meeting House: 18000 sg.ft. Dimensions of first floor extension: 95' x 68' Dimensions of new second floor: 95' x 68' Dimensions of floor above second level: roof walkout,stairs and toilet: 44' x 68' Height(from finished ground to top of ridge): 37'-9" (to peek of tower 48'-9") Is basement or lowest floor area being constructed? First floor is below grade on slab If yes, please provide height(above ground) measured from natural existing grade to first floor: 12' III. Proposed Construction if Existing Building Alterations or Structural Changes (attach extra sheet if necessary)- Please describe building areas: formerly pool house as built motel units Number of Floors and General Characteristics BEFORE Alterations: one story units in former pool house structure Number of Floors and Changes WITH Alterations: same IV. Calculations of building areas and lot coverage all buildings on property (from surveyor): Existing square footage of buildings on your property: 23,580 sq.ft. Provided by John Ehlers including balconies and overhangs Proposed increase of building coverage: 6,460 sq.ft. Square footage of your lot:. 722,243 sq.ft or 16.59 acres Percentage of coverage of your lot by building area: 30,000/722,243=4.16% lot coverage V. Purpose of New Construction: construct a meeting house for private use by the occupants of the motel Joint Board of the Electrical Industry motel VI. Please describe the land contours (flat, slope %, heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): land is sloped at location of meeting house and natural contours will be used for direct access to ground levels. These levels are perceived by the building inspector to be more than two floors. Therefore the third floor walk-out to the outdoor grade requires a variance. Please submit seven (7) photos, labeled to show different angles of yard areas after staking corners for new construction), and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 APPLICANT TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees The purpose of this form is to provide information,which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME:_Patricia C. Moore, Educational&Cultural Fund of the Electrical Industry_ (Last name, first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company. 11-so, indicate the other person or company name.) NATURE OF APPLICATION:(Check all that apply.) Tax Grievance Variance X Special Exception If"Other", Site Plan name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Do you personally,(or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of(or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO_X Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP NONE Submitted this_ J dil of e Signatur ' >✓ _ Print Name:Patricia C. Moore Owner :_Educational & CFund Fund of the Electrical Industr7�2%,c-,L �,ac / ' % r D LCaTMNAL AND, CL 1.119 L FRUS'J' 11-k',N:) 0f 'A'i I E E L F C UR I CA 1, 7 1%.1)1 s7 RV --11 HAR RV kk',l)1I 1 JR. 1%E�t l.•i I I❑LL:(7131 441-200f) - 1AX:(718)96l-111,1 NY VAN ARZDAL= JR ° � D lane `10,2008 DR P,XLD FINKEL Heather Lanza HtIISTOPHER ERIKSCN Director of I'lannuu, I I -11-ill 'DWIn b NTER I he I'own of Southold Planning (Department 11 A��A(11:� eA i ro'.vil HaH Annex building OHN E MARCHELL v4175 Route:25 vmioo P 0 Box I I79 Southold.Ne,,% York 11971 i ia I S F ,NC,-5 R RE: 1800 Duck Pond Rollo :oseari 3ARrA.RiD Southold I,,t FiA;i 7021 1 J.Cl EARY coy N Dear Ms Larva GIAN:3ELO NeunTT I am entriu,to you III response to Inquiries I received rein rrfirl" the 1�R I AConSh-r)Cniou of a new,building on our property and its intended use. ANI,1 T-'(LlN 4 1 n-EZ f.;EIVILI Please be advised that the raectiril,houso[liar Ave.have a desire to build on the %11 A--' property is for use by our membership for UJInalull ScSSIOnS and educational NQ V1 N purposes The mccruil,,house facilities will be used by the same individuals who mill be staying oNurnight in the inotieI units. The total occ upan c v oI the P V.I i I F motel units will be approximately 100 adults. I he ineutingliouse Hill only be used for our own purposes and will not be for outside rental purposes or open to outsiders for use Its main purpose is for our training sessions that are ran mainly nn the ia eckend,, for our nemr,ej%, from early S111-111(11 throtil"11 late fall In addition to the classrooms and meeting rooms in the laciloy, Ave are also contemplatail,,the use of the First floor of the facility for d e()lllpLllr center as all elucrPricy backup for our facility here in Flushing,Queens. That facility %l ill probably be manned by one person year round. Although the motel units and the rest of electing hall facilities will not be used during the laid NN inter, ,1,l,members will not be attending classes, the individual npcTumu' emergency Jain center would be open Year round. With rc,,zird to the ics'aurrant facility that currently Cx ISIS on the property, [he renovated restaurant w ill only be used for our o%,i I use,v,hill,,is to fled the •jt5 -' TOWN OF SOUTHOLD, NEW YORK ': DATE be.�.�+..,.��.�1g 72 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1669 - Dated September 17, 1972 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Beach Comber Motal Appellant Box 917, Depot Lane Cutohogue, ttew York at a meeting of the Zoning.Board of Appeals on Baptember 282 1972 the appeal was considered'and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( 74 Request for a special exception under the Zoning Ordinsnre ( ) Request for a varlame to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( J be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ..) be coofhraedbecausa bolo P.)i,, (R,S.T. Upon I%Pplieation.'Of' Reaoli, 'Comber motel (Pcnd Bnt0pri'seai lnc.)a Box 9171 Depot Lane, Cutehogne, Tau YOVk4 f9T epeoial eaoeption in accordance with Artiole V_T, . Section 600, subeeo'ion C-2 for second Bon premises`t ground sign. Location of pr6p Vityt east aide of Depot bane (Duck Pond Road), Gatchoguej NOW York, bounded north by LOD& IBland Sound;. east by W MOGa'bd; South "by NeCabe; west by Depot Lane (Duck PoZid Road), Fee paid $15.00, 2. VARIANCE By resolution of the Bond It was determined that . (a) Strict application of the Ordloance (would) (would not) produce practical difficulties or unnecessary hardship because SFE RLMSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE RS'MSE (c) The variance (does) (does ¢at) observe the spirit of the Ordinance awd (would) (would not) change the character of the district because SSr REVERSS and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed 8-TS REVERSE ZONING BOARD OF APPEALS FORM ZB4 Marjorie McDermott, Secretary Southold Town EOard of Appeals After investigation and inspection the Board finds that applicant requests permission to erect a second "on premises" round sign. Location of property; east side of Depot Lane Duck Pond Road)I Cutchogue, New York. The Board finds that a second "on ,premises"- ground sign is needed for reasons of privacy as the Motel has had probleme with trespassers. The Board finds that the public convenience and welfare and justice will be served and the 169023y established or permitted use of neighborhood property and adjoining use districts will not be permenent4 or substantially injured and the spirit of the Ordinance will be observed, THMSFME IT WAS RBSOLv6D Beach Comber Motel (.Fond Enterprises, Inc.), Box 917, Depot Lane, Catchogae; Xfi w York, be ORAyTED per- mission toerbet -a second "on, premiees" .ground eign 'om the east, Elide of Deport lane (Duck Pond Road)., Cutahogue, Now York, 8.5 - applied for,, sub,jec�t to the following conditions; . That the "No Trespassing" sign shall be no larger than 30 x 4r. Tb6t the sign shall be subject to all the rules and regulations governing signs in the Town of Southold. Vote of the Board; Ayeat. Messrs: Gillisple, Bergen, Grigonis, Doyen. S # # Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies,shall complete this CCAF 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 Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area, 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law.Thus,the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION Construction of meeting House 338 feet from Long Island Sound SCTM# 1000-83-2-17.3 AGENT: Patricia C. Moore Esq. 51020 Main Road, Southold NY 11971 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ❑ Zoning Board of Appeals ❑_ 1 Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: ❑ Type: _ Town of Southold LWRP Consistency Assessment Form I Nature and extent of action: Construction of Meeting House for Motel (owner Educational & Cultural Fund of the Electrical Union) Location of action: Duck Pond Road formerly Santorini /Beachcomber Motel Site acreage: 16.59 acres Present land use: Motel, restaurant, pool Present zoning classification: RR 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a)Name of applicant: Educational & Cultural Fund of the Electrical Industry (b) Mailing address: 158-11 Harry Van Arsdale Jr. Ave., Flushing NY 11365 (c) Telephone number: (631)765-4330 (c/o Pat Moore) (d) Application number, if any: _ Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ❑ If yes, which state or federal agency: DEVELOPED COAST POLICY Policy I. 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 111- Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): Project is located in Reach 2.the LWRP recognizes that the Town land uses comprises of facilities which foster tourism and recreation The subject property is a motel site which required infusion of capital The Joint Board acquired the site and is renovating the existing motel legalizing units which were developed in an detached building known as the "pool house" and is proposing to construct a meeting house for the training and educational programs offered by the Electrical Industry The motel and meeting house will be for the Electrical Industry members only. 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 Yes ❑ No ❑ Not Applicable ❑ Town of Southold LWRP Consistency Assessment Form 2 Discussion (if appropriate): The subject property contains a motel pool and detached building. The proposed meeting house will be in an area of previous disturbance In addition the balance of the property was formerly a farm which has been left untilled and succession of the vegetation has occurred. There is no record of historical archeological resources. The subject parcel was also previously the subject of a Full Environmental Impact study with issued findings. A full Environmental Impact Statement addresses archeolovical and historical significance. No archeological resources were discovered Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate) The proposed location of the new building is more than 300 feet from the Long Island Sound. The LWRP cites the Long Island Coastal Management Program which recommends enhancement of existing development. no visual impact will result from this develo ment NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The proposed addition will require compliance with NYSBuilding Code. According to the LWRP "the motel is situated in a natural break in the bluff line, in what was once an inlet which was filled in". Therefore the proposed development is not situated on the bluff. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III- Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The new owners extended public water to the property at significant expense. The renovations and new construction will comply with drainage regulations with gutters and drywells and proper sanitary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III- Policies; Pages 22 through 32 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Town of Southold LWRP Consistency Assessment Form 3 Discussion (if appropriate): Proposed construction is more than 300 feet from Lone Island Sound. Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III- Policies Pages 32 through 34 for evaluation criteria. See Section III-Policies Pages; 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): _ Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): _ PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III- Policies; Pages 38 through 46 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The public access to the Lone Island Sound is the end of Duck Pond Road. This access is not affected. WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): Several studies initiated by the Town of Southold have supported Marine Recreational uses and water enhanced uses. The comprehensive plan of 1985 recommended opportunities for resort hotel the US & UK Stwardship Exchange Program also recognized the need for tourist development. Finally, the Long Island Coastal Policy recommended focusing economic development in areas where development is already established. The existing water enhanced use, the existing motel continues in use and is being renovated. The motel will be occupied by union members who receive training in the new building. Town of Southold LWRP Consistency Assessment Form 4 Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III- Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): 300 feet from Long Island Sound Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III- Polieies; Pages 62 through 65 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The balance of the property provides open space, no agriculture is conducted on the land. Agricultural uses remain along Oregon Road on adjacent parcels 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 ❑ No ❑ Not Applicable ❑ Discussion (t appropriate): All construction will comply with applicable energy codes *copy of Town form created on 2/11/06 Town of Southold LWRP Consistency AssessmeN Porn 5 !711 UAl f=: GUTGf I UE TOWN: 5OUTHO SUFFOLK COUNTY, NY SURVEYED 08-II-2008 REVISED 10-02-2008SUFFO� 10000L 85 2 TM11.5 X �A°� � P '� 'IID d'` 9� 'P Y✓y s 10 % ( �DDA6�V r f'ZP'" 'bo g G \ d �q 19 % o Ffde 0 �� S"\ a I 1 I 1 1 1 1 I 1 1 I 1 1 I 1 1 1 I ,10------- -- ---------- --- 1 X16-- 1 i 1 1 1 1 1 1 ----------- ----- - - -_-_____________- � • ___ 1 ___ c _____ 1b / / 1 __________ - -'Y' ' I , I 'N p � ___________________ / NN —____________ �ATO OL-__- l / I __________ ----------------- Ilky ---9e - gn - _ _ 111 I / / l '. �• _'' '�� __ '� v �_ Ills / I / I / Ir // 1111 /, / Id y _� A Q B ♦ V l I � / / r // / r 1 I z cn z � i i z � v3i it �tK CPP -P i �� JR%0 � ----------------- P oy ------ - - --------'. 02/05/2009 14:57 FAX 631 765 4643 MOORE LAW OFFICES + Planning Board [A001 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Betsey Perkins Secretaries February 5, 2009 Kristy Winser Southold Town Planning Board 53095 Main Road P.O.Box 1179 Southold,NY 11971 By Fax Re: Educational & Cultural Fund of the Electrical Industry SCTM#1000-83-2-17.3(formerly tax map#83-2-1,2& 17.2) Dear Kristy: In response to your letter dated February 3,2009,the engineer will be providing the location and use of the buildings, including curb cuts, within 200 feet of the boundary of the property on an alignment plan. At the Planning board meeting we reviewed an aerial map which shows that the property is isolated at the end of Duck Pond Road. As to item #2: The existing unit breakdown is as follows: East Building: 1 st Floor - 16 Units 2nd Floor - 3 Units West Building: I st Floor - 12 Units 2nd Floor - 8 Units Total Existing Units=39 Cabana* = 5 Units. * In the 1970's the prior owner constructed motel units in the cabana building. The Building Department records show this building as a cabana with partitioned rooms with bathrooms. These 02/05/2009 14:57 FAX 631 765 3 MOORE LAW OFFICES :Planning Board 0002 motel units where always rented but were never formally approved by the building department to be used as motel units. I have a pending Special Permit application for the additional 5 units in order to authorize the use of the 5 motel units in the detached cabana building. As to item#3: I will obtain the lighting specifications from the architect. Ve t,ffUTy yQ�urs, ��tr[cia C. Moore cc: Educational & Cultural Fund of the Electrical Industry w/enclosures 02/05/2009 10:23 FAX 631 765 4643 MOORE LAW OFFICES :Planning Board 0001 PATRICIA C- MOORE j Attorney at Law 51020 Main Road Southold, New York 11971 Tel. (631) 765-4330 Fax: (631) 765-4643 FACSIMILE COVER SHEET The pages comprising this facsimile transmission contain confidential information from Patricia C.Moore. This information is intended solely for use by the individual entity named as the recipient hereof If you arenot the intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmission is prohibited. If you have received this transmission in error, please notify us by telephone immediately so we may arrange to retrieve this transmission at no cost to you. TO: ` s ` v, FAX NO: R EC� � Oti C�� �Zv2FvN� a� �cCci2ic �z � tilo� q SAti-U2t tJ i DATE: TOTAL NUMBER OF PAGES INCLUDING COVER SHEET IF TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK AS SOON AS POSSIBLE. CLIENT NAME: OPERATOR: c menu: I 02/05/2009 10:23 FAX 631 765 4643 MOORE LAW OFFICES :Planning Board R002 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies,shall complete this CCAF 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 Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law.Thus,the action should be analyzed in more detail and, if necessary,modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION Construction of meeting House 338 feet from Long Island Sound SCTM# 1000-83-2-17.3 AGENT: Patricia C Moore Esq 51020 Main Road Southold NY 11971 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ❑ Zoning Board of Appeals 0- I Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: ❑ Type: _ Town of Southold LWRP Consistency Assessment Form 1 s'• 02/05/2009 10:23 FAX 631 765 4643 MOORE LAW OFFICES Planning Board Z003 Nature and extent of action: Construction of Meeting House for Motel(owner Educational & Cultural Fund of the Electrical Union) Location of action: Duck Pond Road formerISantorini/Beachcomber Motel Site acreage: 16.59 acres Present land use: Motel, restaurant, gool Present zoning classification: RR 2. If an application for the proposed action has been tiled with the Town of Southold agency,the following information shall be provided: (a)Name of applicant: Educational & Cultural Fund of the Electrical Industry (b) Mailing address: 158-11 Harry Van Arsdale Jr. Ave.,Flushing NY 11365 (c) Telephone number: (631)765-4330 (c/o Pat Moore) (d)Application number, if any: _ Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes❑ No ❑ If yes,which state or federal agency: _ DEVELOPED COAST POLICY Policy I. Foster a pattern of development in the Town of Southold that enhances community character,preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): Protect is located in Reach 2 the LWRP recognizes that the Town land uses comprises of facilities which foster tourism and recreation. The subject property is a motel site which required infusion of capital The Joint Board acquired the site and is renovating the existing motel legalizing units which were developed to an detached building known as the "pool house" and is proposing to construct a meeting house for the training and educational programs offered by the Electrical Industry. The motel and meeting house will be for the Electrical Industry members only. 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 Yes ❑ No ❑ Not Applicable ❑ Town of Southold LVM 2 Consistency Assessment Form 02/05/2009 10:24 FAX 631 765 4643 MOORE LAW OFFICES -r Planning Board IA004 Discussion (if appropriate): The subject property contains a motel pool and detached building. he proposed meeting house will be in an area of previous disturbance. In addition the balance of the property was formerly a farm which has been left untilled and succession of the vegetation has occurred There is no record of historical archeological resources The subject parcel was also previously the subject of a Full Environmental Impact study with issued findings A full Environmental Impact Statement addresses archeolovical and historical significance No archeological resources were discovered. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate)The proposed location of the new building is more than 300 feet from the Long Island Sound. The LWRP cites the Long Island Coastal Management Program which recommends enhancement of existing development. no visual impact will result from this development NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion(if appropriate): The proposed addition will require compliance with NYSBuildine Code According to the LWRP "the motel is situated in a natural break in the bluff line in what was once an inlet which was filled in". Therefore, the proposed development is not situated on the bluff. Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III-Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The new owners extended public water to the property at significant expense The renovations and new construction will comply with drainage regulations with gutters and doMells and proper sanitary 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 111- Policies; Pages 22 through 32 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Town of Southold LWRP Consistency Assessment Form 3 02/05/2009 10:24 FAX 631 765 4643 MOORE LAW OFFICES y Planning Board IM 005 Discussion (if appropriate): Proposed construction is more than 300 feet from Long Island Sound. Policy 7 Protect and improve air quality in the Town of Southold. See LWRP Section III- Policies Pages 32 through 34for evaluation criteria. See Section III-Policies Pages, 34 through 38 for evaluation criteria. Yes ❑ No O Not Applicable ❑ Discussion (if appropriate): _ Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section 111-Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): _ PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters,public lands, and public resources of the Town of Southold. See LWRP Section III- Policies; Pages 38 through 46 for evaluation criteria. Yes ❑ No ❑ Not Applicable❑ Discussion(if appropriate): The public access to the Long Island Sound is the end of Duck Pond Road. This access is not affected. WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section 117- Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): Several studies initiated by the Town of Southold have supported Marine Recreational uses and water enhanced uses. The comprehensive plan of 1985 recommended opportunities for resort hotel, the US & UK Stwardship Exchange Program also recognized the need for tourist development. Finally, the Long Island Coastal Policy recommended focusing economic development in areas where development is already established. The existing water enhanced use, the existing motel continues in use and is being renovated. The motel will be occupied by union members who receive training in the new building. Town of Southold LWRP Consistency Assessment Form 4 02/05/2009 10:24 FAX 631 765 4643 MOORE LAW OFFICES a Planning Board 0 006 Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III- Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): 300 feet from Long Island Sound Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III- Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): The balance of the property provides open space, no agriculture is conducted on the land. Agricultural uses remain along Oregon Road on adjacent parcels 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 ❑ No ❑ Not Applicable ❑ Discussion (If appropriate): All construction will comply with applicable energy codes *copy of Town form created on 2/11/06 Town of Southold LWRP Consistency Assessment Form 5 MAILING ADDRESS: PLANNING BOARD MEMBERSS� P.O. Box 1179 JERILYN B.WOODHOUSE o� (/r�pl Southold, NY 11971 Chair /� Q OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN 11, SIDOR 54375 State Route 25 GEORGE D. SOLOMON �0 (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND I,yCOU1�'� Southold, NY n 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Southold Town Zoning Board of Appeals Architectural Review Committee* Southold Town Clerk for Town Board Suffolk County Department of Health Services* Southold Town Board of Trustees* Suffolk County Planning Commission* Southold Town Building Department* Suffolk County Water Authority* Southold Town Engineer* NYSDEC - Stony Brook* Southold Town LWRP Coordinator From: Kristy Winser, Sr. Planner Date: February 4, 2009 RE: Site Plan Application review—Site plan for Joint Industrial Board of Electrical Industry • Request for comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review. • SEQR Lead Agency request • Coordinated review under SEQR Dear Reviewer: The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. • i Southold Referral & SEQR Coordination Page Two February 3, 2009 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. 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: Joint Industrial Board of Electrical Industry Address: 3800 Duck Pond Road, Cutchogue Tax Map #: 1000-83-2-17.3 Requested Action: This site plan is for the proposed construction of an 18,000 sq.ft. meeting/conference facility and interior alterations of an existing motel,restaurant, pool and pool house on a conforming 12.3 acre site partially located in the in the Resort Residential and Agricultural Conservation Zoning Districts SCTM#1000- 83-2-17.3 SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Kristy Winser, Sr. Planner (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form Site Plan(s) (site plans sent only to above agencies indicated by an *) 0 0 MAILING ADDRESS: PLANNING BOARD MEMBERSSOP.O. Box 1179 SOF LI[� JERILYN B.WOODHOUSE �O� '101� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON SS (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSENDTyco M Southold, NY Utl 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 3, 2009 Patricia C. Moore 51020 Main Road Southold, NY 11971 Re: Joint Industry Board of the Electrical Industry Site Plan Review- SCTM# 1000-83-2-17.3 Dear Ms. Moore: As a follow up to the work session on February 3, 2009, the above referenced site plan was formally accepted for review by the Planning Board and the following actions were taken. Please revise in accordance with the following comments and resubmit directly to the Planning Department. 1. As per§280-133 B3 (d) Show the location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property. This should be shown on the alignment plan. 2. The plan indicates 44 units, however, parts of both the east and west motel are two stories. Please clarify how many guest rooms are on site. This may be described in a letterform. This information will allow for the Planning Staff to make a recommendation to the Planning Board to consider a parking relaxation on site. 3. Show lighting proposed around and on the existing buildings on the lighting plan for review and approval. You may provide this information in a letter describing the lighting for this area. 4. The application will be referred to involved agencies under the general site plan regulations pursuant to Section 280-131(C) of the Town Code. Site plan application - Joint Industry Board of the Electrical Industry P.2 5. It was Recommended that the Planning Board declare intent to be Lead Agency and begin the SEQRA process. For your convenience, revisions for 1 may be drawn on the alignment plan then submit 3 copies of only that plan to the Department for review. Additional comments will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. If you should have any questions or require additional information, please do not hesitate to contact this office. Sincerely, / 6J-- � Kristy Winser Senior Planner cc: Planning Board Heather Lanza, Planning Director Michael Gaynor, Engineer Town of Southold Planning Department Staff Repots Project: Site plan for Joint Industrial Board of Electrical Industry Preparers Kristy Winser,Senior Planner Date: February2, 2C09 I. Site Plan Information Site Plan Name: Joint Industrial Board of Electrical Industry SCTMN#: 101X-83-2-17.3 Street Location: 38CC Duck Pond Road Hamlet: Cutchogue Type of Site Plan: New Property Owner. Joint Industriat Board of Electrical Industry Applicant- Same Agent: Pat Moore Site Plan Prepared By: James Lasalla &Associates LLP Date of Map: 8/8/08 last revised 1/12/09 Date submitted to Planning Board:I l/12/08 II. Description of Site Plan Project ZONING DETERMINATION: Notice of Disapproval dated 6/08/08 indicates the need for site plan for the proposed construction of the conference facility. In addition the use proposed requires a variance and special exception from the Zoning Board of Appeals. The Bulk Schedule limits such structures to 2 1/2 stories and the building is noted as being 3 stories. The use proposed a conference facility, requires a special exception as per sec 280-35(B). This site was the former Beachcomber motel and recently purchased bythe Electrical Board of Electrical Industry as a new training facility i or its members while they stay on site that will not be open to the public. The proposed is for the construction of an 18,000 sq.ft. meeting/training facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site. Currentlythere are 52 parking stalls required on site plus two ADA compliant handicap stalls for the new facility. III. Site Analysis SEQRA CLASSIFICATION-Unlisted action - coordinated review Proposed Construction Type: New Number of Buildings: Renovating 4 existing buildings (motel, restaurant, pool house) 1 new conference facility. Lot Coverage: 4.16% 0 0 Staff report for joint Industrial Board p•2 Break down of buildings: New training center/meeting hall 18,000 sq.ft Wsst motel having 8,030sq. ft (_ units) Ecst motel having 8,285sq. ft. L units) Restaurant having 3,154sq.ft Pool house having 1,634 sq. ft (5 units) Parking required: To be detennined" 1 Parking stall for each guest room Parking provided: 52 plus 2 ADA compliant IV: Permits and/or Review R.auired From Other Aaencies • Suffolk County Planning • Cutchogue Fire District • Building Inspector Certification • Drainage review from Town Engineer • Town of Southold I Iighw-ay • LWRP review for consistency • Southold Town Board of"Trustees • ARC • Health Department- • Water Authority V: Staff Recommendations - The Planning Depanment has completed its review of the submission for completeness and recommends I or the Planning Board to accept the application for review and consider requesting the following missing items be submitted and the following actions be taken: 1. As per§280-133 113 I;d) Show the location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property. This should be shown on the alignment plan. 2. The plan indicates 44 units, however, pans of both the east and west motel are two stories. Please clarify how many guest rooms are on site. This will allow for the Planning Staff to make a recommendation to the Planning Board to consider a parking relaxation on site. 3. Show lighting proposed around and on the existing buildings on the lighting Plan. 4. Amended application to be referred to involved agencies under the general site plan regulations pursuant to Section 280-131(C) of the Town Code. 5. Recommend that the Planning Bo ird declare intent to be Lead Agency and begin the S1,".QRA proccs,. WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, February 2, 2009 4:00 p.m. 4:00 p.m. Executive Session ➢ Frank Isler, Esq., to discuss pending litigation 4:30 p.m. Site Plan and Subdivision Applications Site Plans: Project name: Romanelli Realty TSCTM#: 1 1000-97-3-3.1 Location: Located on the s/e/s of NYS Road 25, approximately 469' west of Bay Avenue, known as 36660 Main Road, in Cutcho ue. Description: This site plan is for the new construction of three (3) Buildings that total 12,400 sq. ft. of contractor's, retail (shop) & warehouse storage use where the Principal Use Building 1 = 6,000 sq. ft., Principal Use Building 2 = 2,800 sq. ft., Principal Use Building 3 = 3,600 sq. ft. on a 63,338 sq. ft._parcel in the Limited Business LB Zoning District. Status: Site Plan Application is incomplete as per Town Code § 280-133. Action: Applicant would like the opportuniN to discuss the site plan lay-out. Attachments: Last letter to applicant, dated 1/9/09, indicating that further information is necessa . Project name: Joint Industry Board of the Electrical SCTM#: 1000-83-2-17.3 I Industry (formerly Santorini Motel) Location: Located on the east side of Duck Pond Road, approximately 450 feet east from Depot Lane, Cutchogue. j Description: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. _ Status: New Site Plan _ Action: Recommend for the Planning Board to accept the site plan for review and; start the SEQR & referral process. _ Attachments: Staff Report Project name: Reiter's Seven Acre Farm I SCTM#: 1000-45-5-2 (Costello) __ I �_— Location: Located at 69700 NYS Route 25, approximately 1,800 ft. west of Pipes I _ _ I Neck Road on the south side of Route 25, Greenport _ Decrip stion: This proposal is for outdoor storage areas for a contractors yard having construction equipment, materials and fill with a single-family residence on_a 7 acre parcel in the LIO Zoning District_ I Status: Oen Action: ' Schedule site visit. Attachments_.----' None --------- --- - ------------- --I Page 1 of 1 Winser, Kristy From: James, Lasala and Associates [ameslasalajla@gmail.com] Sent: Tuesday, January 27, 2009 1:05 PM To: Joe Doceti; Lanza, Heather Cc: Winser, Kristy Subject: [NEWSENDER] - SANTORINI - Message is from an unknown sender Joe: We have spoken to the Town regarding the requwest to install stormwater drainage. Please see attached telephone conversation record on this matter. Dear Ms. Lanza: I am writing this telephone conversation record to describe our Monday, January 26, 2009 telephone conversation where I asked you, per request of the JIB, whether, or not the existing building's stormwater system can be installed prior to Planning Board site plan approval. This request includes the stormwater systems for the existing east and west motels and the existing restaurant. You replied that you are concerned that this could interfere with planning other work on site and you recommended a meeting with Planning, Town Engineer, Building Department, owner, architect, engineer to identify any interferences with planning that could be created by installing the stormwater drainage systems before Planning approval. This writer stated that Health Department review is in progress for the water and sanitary services. Please call this writer if there are any changes required to this telephone conversation record. Sincerely, James, Lasala and Associates 11 Oval Drive Suite 129 Islandia, NY 2/2/2009 i i PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (63 1) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Betsey Perkins Secretaries January 13, 2009 Ms. Jerri Woodhouse, Chairwoman and Southold Town Planning Board 53095 Main Road P.O.Box 1179 Southold, NY 11971 By Hand Re: Educational & Cultural Fund of the Electrical Industry SCTM#1000-83-2-17.3 (formerly tax map 483,-2-1,2& 17.2) Dear Ms. Woodhouse: Enclosed please find five sets of the revised site plan for the proposed accessory building to be used as meeting hall together with the following: I. Letter dated January 12, 2008 from Michael Gaynor, P.E., of James, Lasala & Asociates, LLP, project Engineers which addresses requested items in your letter dated December 4, 2008. 2. Check dated December 12,2008 in the amount of $2,050.00,as requested in your December 4, 2008 letter. 3. Please note that Tax Lot #83-2-1, 2 and 17.2 have been merged and a new tax map number assigned by Suffolk County Real Property (417.3) 4. Five sets of the elevations prepared by Ehasz, Giacalone Architects, PC of the proposed Meeting Hall Very truly�yours, �.-- Patricia C. Moore cc: Educational & Cultural Fund of the Electrical Industry w/enclosures JAMES , LASALA & ASSOCIATES , LLP 11 OVAL DRIVE ' SUITE 129 ISLAN DIA,NEW YORK 11749 TEL(631) 592-2660-FAX(631)232-1536 January 12, 2009 Town of Southold Planning Board Office Town Hall Annex 54375 State Route 25 Southold,NY Attention: Ms. Kri sty Winser, Senior Planner Re: Santorini Beach Resort Town Referencee No.: SCTM No.: 1000-83-2-17.3 Dear Ms. Winser: We are in receipt of your office's December 4, 2008 comment letter regarding the above referenced application, and we offer the following in response: 1.A refuse receptacle with enclosure is now shown in plan and detail. See drawing No. C- 07, Site details for the enclosure details. The existing receptacle at the existing motels is to remain. The new training center will be served by a new refuse receptacle as shown on the drawings. 2.A lighting plan and lighting details are now included in the application. See Site Lighting Plan, drawing No.0-09 for the lighting plan and for the lighting fixture details. 3.The key map, site area, lot occupancy, floor areas are now shown on drawing No, C-02, Alignment and Scheduling Plan. 4.The property lines are now shown with a solid line. 5.The property lots have been merged. The plans now identify the former and new tax map numbers. 6.The site plan application fee will be sent from the attorney to your office. Please note it is my understanding that meeting house parking calculations and landscaping plan were discussed at an earlier meeting between the Town and the architect, and that it was determined at this meeting that parking calculations and landscaping plan were not required. Also included per your request is the NYSDEC Non Jurisdiction-Tidal Wetlands Letter. Thank you for reviewing this important project. We hope that we have answered all of your comments. Please call if there are any questions. Sincerely, James, LaSala&Associates, LLP Michael Gaynor, P.E. Cc w/Encl.: Joe Doceti, Lou Giacalone, Noel Rodgers New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • FAX: (631)444-0360 taboo Website: www_dec.stale..ny.us Alexander B.Grannis commissioner Gerald Finkel, Chairman May 9, 2008 Educational and Cultural Trust Fund of the Electrical Industry 158-11 Harry Van Arsdale Jr. Avenue Flushing, NY 11365-3095 RE: 1-4738-00710/00003 Santorini Beach Resort 3800 Duck Poind Road, Cutchogue, NY S.C.T.M. #1000-83-2-1, 2 & 17.2 Dear Mr. Finkel: -- This fain response to your requestfar a Non-Jurisdiction datermination.from this Department for the property referenced above. This Department made a determination regarding the limits of Article 25 (Tidal Wetlands)jurisdiction for this property on March 25, 2002, a copy of that letter is enclosed. This.office does not make repeated determinations for the same site. The limits of our jurisdiction were indicated in our original Non-Jurisdiction letter and unless substantial changes in site conditions have occurred, this letter remains in effect. Additionally, since the letter of Non-Jurisdiction is always issued for the property and I lui to the owner, it is not necessary to transfer the letter to a new owner. rhe original letter should be saved for your future reference. Please do not hesitate to call me at(631) 444-0369 if you have any questions or you Wish to discuss this matter further. Sincerely, KellyAnn F lice Agency Program Aide CC: Kim Gennaro, Freudenthal & Elkowitz Consulting Group, Inc. NYSDEC, Marine Habitat Protection File Enclosures New York State Department of Environmental Conservation Division of Environmental Permits, Region One Am Building 40 -SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 gamma Website:www.dec.statemy.us Erin M.Crotty Commissloner LETTER OF NON JURISDICTION-TIDAL WETLANDS Alex Demetriades March 25, 2002 -213 West 28u' Street New York, NY 10001 Re: Application #1-4738-00710100003 Demetriades Property, A/K/A Santorini Hotel, 3800 Duck Pond Road, Cutchogue, NY Dear Mr. Demetriades: Based on the information you have submitted, this Department has determined that: The property landward of the concrete seawall as shown on the survey prepared by John C. Ehlers last revised on 04-25 00, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act).-, . � ,_ Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above or the bulkhead itself, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or _ erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, J//z-- Mark C. Carrara Permit Administrator cc: Michael Mapes, P.E. BMHP file 0 • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE o��OF SO(/j�pl Southold, NY 11971 Chair Q OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR A Q 54375 State Route 25 GEORGE D. SOLOMON '.fh (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND l�'COU,M'� Southold, NY 111` Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 4, 2008 Patricia C. Moore 51020 Main Road Southold, NY 11971 Re: Joint Industry Board of the Electrical Industry Site Plan Review - SCTM# 1000-83-2-17.3 Dear Ms. Moore: The Planning Department has made the initial review of the above referenced site plan application to establish the completeness of your submission. The Planning Department has determined that further information is necessary for the review of your site plan application to continue based on the following reasons stated below. 1. A site plan application fee needs to be submitted. Please see fee schedule Section 280-138 (B) and submit a flat fee of$250.00 for an amended site plan plus 0.10 for each gross square feet of proposed construction. 2. Submit documentation on lots 1, 2 &17.2, on whether these properties have been merged. Plans should clearly identify the former and new tax map number on the site plan. 3. Property lines should be shown as having a solid line. 4. Site data including key map, total area of site for each parcel (if applicable), lot occupancy, gross floor area of each building all should be identified on one plan for efficiency. 5. Provide parking calculations for the buildings on the plan for review and consideration by the Planning Board. 6. Submit a lighting plan and detail of lighting fixtures for existing and proposed lighting. 7. Submit a landscaping plan for review. 8. Show location and enclosure detail for refuse. 9. Provide proposed elevations for new building review. Additional comments will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. If you should have any questions or require additional information, please do not hesitate to contact this office. Sincerely, / Kristy Winser Senior Planner cc: Planning Board Heather Lanza, Planning Director PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (63 1) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Betsey Perkins Secretaries November 13, 2008 Ms. Jerri Woodhouse, Chairwoman and Southold Town Planning Board 53095 Main Road P.O.Box 1179 Southold, NY 11971 Re: Educational & Cultural Fund of the Electrical Industry SCTM#1000-83-2-17.3 (formerly tax map 983-2-1,2& 17.2) Dear Ms. Woodhouse: Enclosed please find site plan application with prints of the site plan for the proposed accessory building used as meeting hall. The existing Santorini Motel was purchased by the Educational & Cultural Fund of the Electrical Industry for exclusive use of their members and families. On November 3, 20081 filed an application for Special Exception and variances pursuant to the enclosed notice of disapproval. Also enclosed is a long EAF prepared by Freudenthal & Elkowitz Consulting Group, Inc., copy of tax map, property card ,previously issued certificate of occupancy,and an existing conditions survey. The I W RP was filed with the ZBA application,copy of previously filed LWRP enclosed. Once you have calculated the site plan fee I will request the check from my client. If you need anything else please do not hesitate to contact me. Very truly yours, 'Patricia C. Moore cc: Educational & Cultural Fund of the Electrical Industry w/enclosures ZBA w/enclosures JAMES , LASALA & ASSOCIATES , LLP 11 OVAL DRIVE- SUITE 129 ISLAN DIA, NEW YORK 11749-TEL(631) 592-2660 FAX(631)232-1536 UUUU LETTER OF TRANSMITTAL TO: Town of Southold DATE: 10.2.08 1 JOB NO: 08AE-00146 Planning Board RE: Stormwater Pollution Prevention Plan(SWPPP) Town Hall Annex Building Per GP-02-01 54375 Route 25 Southold,NY 11971 ATTN: KristyM. Winser—Senior Planner WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 3 SWPPP THESE ARE TRANSMITTED(as checked below): For approval [_] Approved as submitted ❑ Resubmit copies for approval For your use _J Approved as noted ❑7 Submit copies for distribution ❑', As requested ❑ Returned for corrections r❑ Return corrected prints ❑ For review and comment ❑ FOR BIDS DUE 20 PRINTS REtURNED AFTER LOAN TO US REMARKS: Dear Kristy: Attached for your use are three(3)copies of the Santorini Beach Resort project's SWPPP. COPY TO: NYSDEC w/enol. Joint Industry Board of the Electrical Industry,Joe Docei w/enol. Ehasz,Giacalone Architects, P.C. SIGNED: '% 41�((; rp PNp CUITpgq(jP . EDUCATIONAL AND ATURAL TRUST FUND .I o OF THE ELECTRICAL INDUSTRY o 158-11 HARRY VAN ARSDALE Ji ENUE' • FLUSHING,N.Y. II365-3095 wry „e TEL: (718) 591-21100 • FAX: (718)969-3081 ww��.ji0ci.orK FetICTRICAu 09 J HARRY VAN ARSDALE JR. Founder �Q June 30, 2008 '` Trustees DR GERALD FINKEL Chairman/Director Heather Lanza .m.: " CHRISTOPHER ERIKSON Director of Planning Vice Chairman The Town of Southold Planning Department DAVID B. PINTER - Treasurer Town Hall Annex Building JOHN E. MARCHELL 54375 Route 25 Secretary P.O. Box 1179 VITO V. MUNDO Counsel Southold, New York 11971 GINAM-ADDEO _ yr- JAMES F.ANGUS THOMASARROYO HOWARD BALDINGER RE: 3800 Duck Pond Road JOSEPH BARBARO Southold LOLAE. BARTON EDWARD J. CLEARY LEON CONN Dear Ms. Lanza: MICHAEL DeANGELO HY GREENBLATT I am writing t0 you In response to inquiries I received regarding T the IRA GRUNTHER L Y P 9 g b ROBERTA. HEMSING construction of a new building on our property and its intended use. HARVEY LIFTON EDWIN LOPEZ RAYMOND MELVILLE Please be advised that the meetinghouse that we have a desire to build on the SANDRA MILAD property is for use by our membership for training sessions and educational EDWARD purposes. The meetinghouse facilities will be used by the same individuals ARSDALE LANCE VANN ARSDALE THOMAS VAN ARSDALE who will be staying overnight in the motel units. The total occupancy of the WALTER D-WHITELAW motel units will be approximately 100 adults. The meetinghouse will only be used for our own purposes and will not be for outside rental purposes or open to outsiders for use. Its main purpose is for our training sessions that are run mainly on the weekends for our members from early spring through late fall. In addition to the classrooms and meeting rooms in the facility, we are also contemplating the use of the first floor of the facility for a computer center as an emergency backup for our facility here in Flushing, Queens. That facility will probably be manned by one person year round. Although the motel units and the rest of meeting hall facilities will not be used during the mid winter, when members will not be attending classes, the individual operating emergency data center would be open year round. With regard to the restaurant facility that currently exists on the property, the renovated restaurant will only be used for our own use, which is to feed the 2;96 2 individuals and members who are attending the training sessions. The restaurant will not be open to public access or public use nor will it be operated for profit. Also, there are no plans to install a public address system outside of the buildings. If you have any additional questions, please feel free to contact me. Yours truly, Gerald Finkel, Chairman cc: Louis P. 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R E f Sib PLAN STATUS REPORT SITE PLAN TYPE: AMENDED NEW WITHDRAWN INCO IPLETE PROJECT NAME: ZONEI:_ KONE2: ZONE3: LOCATION: HAMLET: C C�Zoc f e SCTM# 1000 - :� OWNER NAME: ��I n� `> _ TEL#01 L)"z1 - ty-1 APPLICANT NAME: TEL#(—) AGENT NAME: Ds. TEL#I—) PROJECT DEsclueT[oN: � C7 J I: a EXISTING SE: �MC)kj PROPOSED USE: DATE BUILDING DEPARTMENT NOTICE: S/P REQUIRE&_YR N ZBA APPEAL REQUIRE Y R S, -L/A—a PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST)' NOTES: V. c. INFORMAL REQUEST FOR REVISIONS: pQ 0 APPLICATION RECEIVED DATE: / ' PP [CATION PROCESS DATE: ,j CG4kk LtA: _f S/4' PAYMENT RECEIVED: Aj AMOUNT RECEIVED:$ "-i-o. C)0 .( •.I , �2MENDED SP $250 + 10/SL..AGRIC SP: FLA 15500 ��PS of FEE AMOUNT:(. 00 X =$ 5� )+($-10 X (0 SF -1,_ 03 )=5 LL O_ NEW APPLICATION WORK SESSION(WITHIN 10 DAYS OF RECEIPT),PB ACCEPTS Y R N APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) BUILDING DEPARTMENT MEEETING 100-254B3(WITHIN 30 DAYS) in� _47/o NOTES: }- _ jdoTW REVISED SUBMISSION RECEIVED: NOTES: REFERRED AGENCIES:(WITH MAPS H,P) STZBA ,STBD ,ST( I li ,]H ,STI1T SIG .S(DIN (NYSDE( .f .IISA('ORI S S1 SDOI S('\A_ .SCID .SCD['A� ,DA RP's RESPONSES NOTES LEAD AGENCY : TOSFB: ,OTHER: REVIEW:PARTI ,PART 1 PART 3,SHORT EAE ,LONG EAP NOTES: ACTION TYPE:COO DINATE : UNCOORDINATE * -(TYPE1: TYPE2: UNLISTED: ) REFERRED TO:STZBA L,STBD 1i ,STQTB JH STBT STE ,SCOHS J NYSDEC v USACORPS_,NYSDOTSCWAy_,SCRD��,SCDPW SEQRA DETERMINATION:NEG DEC Y OR N, APPROVALS REOUIRED: REFERRED DATE NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE: LWRP COORDINATOR: / BUILDING DEPARTMENT CERTIFICATION: / / —/—/— FIRE COMMISSIONERS �l —/—/— TOWN ENGINEER APPROVAL =+1/_)�7/4'4 - .,L 17,1,� I DEP.OF TRANSPORTATION:DOT DPW—, TOS / / --/— SUFFOLK COUNTY DEPARTMENT OF PLANNING. .J- / / �/ / /L•A 'Ai e Ort" /114,'"L- SUFFOLK COUNTY DEPT OF HEALTH:PERMIT OPTIONAL APPROVALS: ZONING BOARD OF APPEALS'.APPEAL#'. /— BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAL/SPDES PLANNING BOARD DECISIONS: CONDITIONAL FINAL'. DENIED: APPROVED: — FINAL NOTES ENDORSEMENT OF SITE PLAN: FIELD INSPECTION FOR C/O: DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT k /� / OWN ENG GENERAL NOTES: 10/4/2005 TOWN SOUTHOLD PLANNINA- OARD ;SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: // / /o Site Plan Name: C�rnJ7 _ n,� `•�� y �� _ Suffolk County Tax Map #IOOo- 'T3_ 02 _ 17. 3 Other SCTM #s: Street Address: {�C� �o�ca LZ0 � Distance to nearest intersection: Hamlet: q ue (',r���>rte•_. Type of Site Plan: New X Amended If Amended, last approval date: / Residential iECTION B: Owners/Agent Contact Information Please list name, mailing address, and hone number for the people below: Property Owner cr TtA,� Lts-iV Street_ State ('�,V --____Zip ( I j Home Telephone 7/� -5 ./ i `2cr. Other Applicant S«�x Street City State Zip__ Home Telephone Other Applicant's Agent or Representative: ContactPerson(s)* Street S IpZL (Y� gin �� c City State_Iy Zip Office Telephone `7 (p S - �� ?� '�j Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. o5/o5 ;'Il�thc�t J Gt�y„� ;- Page I of s JON C: Site Data ,,oposed construction type: New Modification of ExistingtStiuctme _Agricultural Change of use Property total acreage or square footage: A, ac./sq. ft. a Site Plan build-out acreage or square footage: 4. ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Property Zoning District(s): �2 Building Department Notice of Disapproval Date: �� / Z')/ O Is an application to the Southold Town Zoning Board of Appeals required? Yes X No_ If _ f t yes, have you submitted an application to the ZBA? Yes _ No If yes, attach a copy of the application packet. /3/os3 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: u4c-r C, x_t )' c L List all proposed property uses: L 17 , Other accessory uses: Existing lot coverage: % Proposed lot coverage: 4 I lu % acic4 c.a.:i 3, 1) , b�-� y G - Gross floor area of existing structure(s): sq. ft. Gross floor area of proposed stracture(s): Tr I,-, 4O Parking Space Data: # of existing spaces: # of proposed spaces: Loading Berth: Yes No Landscaping Details: Existing landscape coverage: % Proposed landscape coverage:-% Waterfiont Is this property within 500" of a wetland area? Yes /� No If yes explain I, the undersigned, certify that all tho above information is true. Signature ofPreparer: _'� � �� Date:_ Zc L) 10/05/0S Page 2 of 2 0 Al FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 24, 2009 TO: E & C Property Holding 51020 Main Rd. Southold, NY 11971 Please take notice that your application dated May 20, 2008 For the additions to and conversion of existing cabana into motel units at: Location of property 3800 Duck Pond Rd., Cutchogue County Tax Map No. 1000 - Section 83 Block 2 Lot 17.3 Is returned herewith and disapproved on the following grounds: Pursuant to Article VII Section 280-35B(4) the proposal requires special exception by the Board of Zoning Appeals and site plan approval by the Planning Board. Authorized Signature CC: file, Planning r + _ FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 18, 2008 TO: Educational & Cultural Fund of the Electrical Industry 158-11 Harry Van Arsdale Jr. Ave. Flushing, NY 11365 Please take notice that your application dated May 20, 2008 For permit to construct a conference facility at Location of property: 3800 Duck Pond Rd., Southold, NY County Tax Map No. 1000 - Section 83 Block 2 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction, on a conforming 12.3 acre lot partially located in the Resort Residential and Agricultural Conservation Districts is not permitted pursuant to Article VII Section 280-36 which states "Except as otherwise provided herein, no buildings or premises shall be used and no building or part thereof shall be erected or altered in the Residential RR District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full " Bulk schedule limits such structures to 2 '/2 stories. The building is noted as being three stories In addition the proposed conference facility use requires Special Exception approval from the Southold Town Zoning Board of Appeals and Site Plan approval from the Southold Town Planning Board, pursuant to Article VII, 280-35 (B) This Notice of Disapproval was written based on a survey, last dated 6/5/08, by John C. Ehlers, L.S. Authorize Sig ature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. - CC: tile,Z.B.A., planning FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date:__/ / - Date Sent: _/ 3 /$ Project Name:IaAn� oar s Project Address: Suffolk County Tax Map No.:1000- oD /�iLZZonin(g�District: k Request:- (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether siteq nn is required: uta Zd � S gnature brSuOT7q_ ]stdctor Planning Department (P.D.) Referral: 1 P.D. Date Received: �� /�/ /_ Date of Commer�t� 4 Comments'. e, r 1 S `tor ; !^ (a fl rc p ..�-. .�,.,a'✓1 c,J�cf�af Signature of Plannin ept. Staff Reviewer Final Determination Date: Pi 129 ; oC/._ Decision:_ Signature of Milding Ins ector FOR INTERNAL USE ONLY ► SITE PLAN USE DETERMINATION Initial Determination Date: 1_3 / -i,; Date Sent:._/ 3 l$ Project Name:�o�,,,,� Project Address: !S5��n Suffolk County Tax `Map No.:1000- `� - C;) �4 ZZoning District: I—kV— Request: Request: I �ee�,��i �.+o n a. A J (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted:s VOL vi� O -VI IN Initial Determination as to whether sit n is required: c»C¢ zdv �ti� S gnature i Planning Department (P.D.) Referral: P.D. Date Received: fro / /_may Date of Commenit,,, _ ,, E4 Comments: �,9 ;-5 iY d, /7 or U,'? r �o rJ - C !1 ra O r 4 P`•2ta r/ O/ Signature of Plannin ept. Staff Reviewer Final Determination Date: Decision: Signature of Building Inspector y► rcra'veraron v - p orruuercra mie upiume;uroup , inquiry,mine - inquiry] �'".} File Edlt View Toolbar' Window Help. :� ® fes !� ! i ►1 O � oo° � 0 ' I � T�� rt7. A wa ...... „s .„a.. �' iIx r I tAi� I 'F•ryS` .'zI t i UMIKIII.k a k � Sak- r1 o- k^kll ��,11tep�v ( iW ON. 3+tESYtPi ._I ,: t� tl atun �ppt1, t P -�.':.. . . - •CrSt 7ot�7e�mate D . 64aN Grade:.. -3: T9le� SDe D I a' b�Entry'T,4pe: � il:iicesaUilii� D w_ .r ZorningC`ode: SRR ResetReae � FinalSite�atld D F(un { 440 Edts Fina1 Site 7oFat D i` -... Ch._ _._.,._. Prints tscreen t' 3 Session A-[24 x 8Q] P I�Inba>,-Mi[rosotr Brut •�;. � Building Permit Nurner.. - 2. State existing use and occupancypremises and intended use and occupaov of proposed construction: a. Existing use and occupancy N/A - NEW BUILDING b. Intended use and occupancy MEETING HOUSE 3. Nature of work (check which applicable): New Building X Addition Alteration Repair_ —Removal—Demolition—Other Work 4. Estimated Cost $1 , 500, 000 . 00Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front N/A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front IRREGULAR Rear Depth Height Number of Stories 2 9. Size of lot: Front IRREGULAR Rem. 17. 3 ACRES Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated RESORT RESIDENTIAL (RR) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO—Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Address Phone No. Name of Architect EGA ARCHITECTS, 431 CONKLIN ST. , FARMrNC;DALE, NY 516-490—RSR Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) C !r ��� COUNTY OF Ut�NS SS: \ li �C/ ��C75e0/I /J 1 being duly sworn, deposes and says that (s)he it the appllcanLl� (Name of i dividual signing contract) above named, (S)He is the tot 'vex S &") (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 to before me this day of /t 1�/ 20 0�S' /0�- ZZ/ �_ aZ Notary Publi6 Si ature of Applicant VITO V.MUNDO gn pP Notary public, tate of ew York No.30 62 Qualified in Nassau County Commission Ember Jan.31.2MO EDUCATIONAL & C&TUBAL FUND OF THE ELECTRICAL IWUSTRY TIECKLIST J51 HARR N ARSDALE JR.AVENUE, FLUSHING, N.Y. 11 ^ �} /7 fo GENERAL ACCOUNT re appl}in_' THIS CHECK IS IN PAYMENT FOR ACCOUNT DATE CHECK PAYEE DESCRIPTION AMOUNT INVOICE -- i a I�O� 4680 ��� � 7 a . I 1 I STUB PORTION DETACH AT PERFORATION BEFORE DEPOSITING CHECK 1-103 EDUCATIONAL&CULTURAL FUND OFTHE ELECTRICAL INDUSTRY 210 158-11 HARRY VAN ARSDALE JR.AVENUE, FLUSHING, N.Y. 11365 GENERAL ACCOUNT 14680 PAY TO THE ORDER OF DATE EMCTLY Mlaols 0 ftts //3�0 zoos , PAY F for with 4 /WVOID AFTER 90 DAYS streets or L BANKERS TRUST COMPANY - ""'"� .._" a h •� e '�..,,,,,,i,/. _ a pellni[ 16 WALL STREET-NEW YORK,NY 10015 ;pcetor 1120001L.680110 1:0210010331: 00 1-00 1 3 78 5911' -� of letting the auuniun six montns. 1 hereafter, a new permit shall be required. ...., for an APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. J4('Signature of applicant or name, if a corporation) (Mailing address of appliLt) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder aj,yee3 "e Name of owner of premisesj0j�py�y (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders LicenseN 3�O b (k— Electricians f � Plumbers License No. D �(� Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3800 DUCK POND ROAD SOUTHOLD _ House Number Street Hamlet County Tax Ma No. 1000 Section 083 . 00 Block 02. 00 001 . 000 017 . 002 P Lot 002 - 000 _ Subdivision Filed Map No. Lot (Name) Iy0 \ li � ld'71t1 ❑� lil I' S � / i / rl 2e_____________ ___ __ _ ._ --� _ / � 1 / / ���0' uvi � 5!K i I1 � � � �. �/ �'1✓� ___y=rI _Ie � � ) � A /♦ �zP t Ili / i i __---___"'-4Z'--- _-- 0 V/ ��T ✓ rte/ / V �� Itt �- ✓ 1�G _ / - X l v Ili / A 1lV i - .46 _ < � } S ...moi ✓ �xXi � A�< -� h - �� �T� Ah-T [ P/ / I� �i�, _ ----------- -">E--_ � X34 �� i� 9.: _,-_ � v♦ ♦ __ `v i '� _. v�_91 •T' _ �� `` _v6' Ii(t,�d V ,y092 ♦/ � I � / �-LE- - t ✓ i � __ �+'� vv � ��/��+��ynl�b/�7��A I'O!• �j � �. ♦ I I `� i / -_ � / aj�: �� ��W� �x_� Y /i��Tf'/I ifl A� �i� fy�jr�FJ I I l Y r i / �o f ItxT r llip / / / ./ / / ��� V _ <yry a �/fa`vi�< r r ♦ \\ C -Z i Zvi'\ - ll . i� �+ t __ — /y ��♦,/ � �f / v 4 v v _ r y > ` .1 / e +✓ II '! 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A 4 V_ a - n'�7 i �� r ♦v v 1 - � ��)tt '♦� �I ���v�1 ����� i�f X I I I ° vv v ,i v w v ws � � vv _ ♦ y ` • i } y n ,(y Y v 1 � � 1 ♦�♦♦ � m � �s / ti-v A����♦ t �_� ,� i v\ vlV,�1 � v♦v v`\��w..ppty>`♦ !tt � vv 0 ,li `��. \tt `a. +^+ t - / 1 \V t Y\fit\\♦ t� ,• ly�'l 4i ' ,1!\\\\ `\ \.\ l\: �`y.-q `` ` \`\ \t\ C r— � ' � `A t♦`♦ Y tt �VVVV i `�_�� __�f� t,.Y)�i� ��*�ti <X ^` p �.'� 4� ��_.'�i tµua;_.!�`, �. vv♦ c� 1 Q t ��tt '`��. .C� ��� tt�` ``mac t '�R ♦ ♦ a t `_ t �K t� ,t ?�:.`♦ v JT t 9 �_ a v r♦. ♦ v 1 ♦ 1 ! ♦ t 4 � J� ♦tt t ,� '6 4`SE�S o v '�tt\ �' \\ � � t Ott,� t`! ttt ttt ♦ o' a lk LU W O '': �Q James F. King, President 4f sooryo Town Hall Annex Jill M. Doherty,Vice-President 54375 Main Road Peggy A. Dickerson P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 C Bob Ghosio,Jr. �� �O Telephone(631) 765-1892 coulm, Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Martin Sidor, Chair J - Planning Board FROM: James F. King, Presiden Board of Trustees _ DATE: June 25, 2009 ' RE: Educational and Cultural Fund of Electrical Indus —~" �- SCTM#83-2-17.3 In response to your request, a joint inspection was conducted with Robert McDonough and Eric Star from the Dept. of State on Fri., June 19th for the purpose of delineating the top of bluff line. It was determined the top of the bluff line to be located in the area as highlighted on the attached survey. No further review of the inland bluff is required because it is not considered a bluff under Coastal Erosion, as per the Dept. of State. Therefore, the proposed location of a meeting house was found to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code, as depicted on the survey prepared by John C. Ehlers last revised April 20, 2009. Please let us know if we can be of any further assistance. FORM NO. 4 TORN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-22342 Date MAY 19, 1993 THIS CERTIFIES that the building REPAIR Location of Property 380C DUCK POND ROAD CUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section B3 Block 2 Lot Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 5, 1993 pursuant to which Building Permit No. 21307-Z dated APRIL.6, 1993 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 REPAIR FORK ON MOTEL _EAST, RESTAURANT 5 MOTEL WEST CAUSED BY WINTER STORMS. The certificate is issued to POND ENTERPRISES, INC. (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A 4 / �BL ilding Rev. 1,81 t FORM NO.4 TOWN OFSOUTHOLD BUILDING DEPARTMENT + Office of the Building Inspector Town Hall Southold, N.Y. UPDATED C .O. Certificate Of Occupancy No. Z17790. _ . . , . , . , . e1 Date . F . . .bb.r. .uary. . . . .2.3 , . . . . . .989. . . . . . . . . . . . THIS CERTIFIES that the buildingMOTEL COMPLEX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s' Location of Property . . .3800 DUCK POND RD . Cutchogue House No. . . . . . $3. . . . . . . . . . . . . . . Street . . . County Tax Map No. 1000 Section M . . . . . . . .Block 02 0 I tiara . . . . . . . . . . .Lot . . . . . . . . . . . . . . . .. .. Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEE REPORT ' ' . . . . • . . . • . . . . . . . . . pursuant to which Building Permit No. SEE REPORT dated SEE REPORT ' ' • . • • • • • . • • • • . . . 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 . . . . . . . . . MOTEL COMPLEX, EASTSECTION, WEST SECTION AND CENTER SECTION (RESTAURANT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . .POND ENTERPRISES INC . NICHOLAS ALIANO, PRES. . . . . . . . . . . . . . . . . . . . . . . . . . lawner,/% ga�dt3BYE%%E% . . . . . . . . . . . of the aforesaid building. Suffolk County Department of Health Approval . . . . .N A UNDERWRITERS CERTIFICATE NO. . . . . . . . . . . . .N/A . . . . . . . . . . . . . . . . . . . . . . . . . PLUMBERS CERTIFICATION DATED: N/A Z"'-7t1 Building Inspector Rev. 1/81 • FORM NO. 4 • TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z17766 Date FEB. 22, 1989 THIS CERTIFIES that the building REBUILD FIRE DAMAGED UNITS Location of Property 3800 DUCK POND ROAD CUTCHOGUE r House No. Street Hamlet County Tax Map No. 1000 Section 83 Block 02 Lot 01 Subdivision Filed Map No. Lot No. r conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 20, 1977 pursuant to which Building Permit No. 9259Z dated MAY 23, 1977 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 REBUILD FIRE DAMAGED UNITS & ADD SECOND STORY WEST WING. The certificate is issued to POND ENTERPRISES INC. NICHOLAS ALIANO, PRES. (owner, ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N295193 JULY 28 1976 PLUMBERS CERTIFICATION DATED N/A i Building Inspector Rev. I/81 FORM NO. TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office t Southold, N. Y. Certificate Of Occupancy No. . z.7.1.61.f. . . . . Date . . . . . . . . . . . . .3119'. . . . 5. . . . . . ., 19.76, THIS CERTIFIES that the building located at . .D17.P4 .Poxu1 . Road. . . . . . . . . Street 1 Map No. . .>=. . . . . . . Block No. . 7=. . . . .Lot No. . .XXX . . . Cutchogue. . . .iJ,Y,.. . . , conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . . . . . . Aug. . . .14, 19. .7.5 pursuant to which Building Permit No. . 1 dated . . . . . . . . ,Arts 14 19 75, was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . ?'Iultiple residence ( mot-el) with alteration & addition . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . Fot7d. E,r}terprl�os, ,Zpp, , . , ,Qwne.V. (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval N.R. UNDERWRITERS CERTIFICATE No. R95193. . . .jaY. . ; . . 1976. . . . . . . . . . . . . . . HOUSE NUMBER . . . . 3800. . . . . Street . . .Ruck .Pond .11oad . . . . . . .Cutebogue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . / Building Inspector I . FORM HO. 4 • TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy Date . . . . . . . . . . . . .. 19 . THIS CERTIFIES that the building located at FStreet Map No. . . .X . . . . . . . Block No. k: . . . . . . . Lot No. .(4�.. . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated /VA111,V1l .///1T/ �, 19/1' . pursuant to which Building Permit Nd�j fl(;. s—.`. dated . . . . . . . . . ./?r! , y. . . ., 1926. ., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is aa+ ,aa.� .��. .: •. (� ' -� �� . t �.U t �:GG @ 4 .. �r ��e«;a�>.,� The certificate is issued to P",1.1 (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Ap roval 71. . UNDERWRITERS CERTIFICATE No. ! , HOUSE NUMBER Street . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p Building Insector / 0 1000-083.00 Suffolk County Clerks Office SOUND —'143— 162s —.,199� _-1DS._--153, —„55s x.125 1825 13.4 `268 389 SCH.D.9 ' x.227 4.1 356 / 13.5 466 �H. M. 6 W. 10d 6.2 ISLAND ��� 470 145 222 7.2 498 02s 4.2 196 1015 165 7.5 i 7225609 386 653 601 199 92 1 � 1 i � q69 60 i 306 890 i 17.3 o fiDe 89 111X00 LONG 13;i `15 �^20 421 10Q23 (5) 85 12 (a) 90 10�i 236\ 150 (3) 10 46 (6)13 100i 2�5 /`D 172 F25 (1) 920V eD 011 �— 80 (i) s 52 (7) 1a .RD. 192 1294 15.•500 258 X100 66 124 ?5535 V_/11�717.1 46 124 59 '589 2A r100 (6)205 6 15__ X70 18.1 �i46) SS 160 299 2055; UD)•/19 5`124 180 ARK 4 100 1D1 (30) v �2i ,01 1V($TA\ 100 (y) / 225 206 3 �s5�20�OP�155 15'j 1fi .�g �1.OA(�), 240 �1p1C ie(t�)'�7 1B6 f5] � 7U(,K P266 410 i `+c(noc,� �1t3 iB7• 34 19.9 �GLE,N 25 �9) 110110(6) Iso 106 1442 X" 100 Zq /8) 21 X25 31 %37250 225 �(18) 203 /141 250 131 Ei3"— 15 101 26 BIRCH 2D0 23 /(7)iBySC /160 732 pyo 270 off HIL 200 22 1097✓31 75 18D (1) 151 586 149 260 26,11 :4 14D 144/77/1 130 1 250 (2) / (5) � � 271A'37✓/23 0 tfit '161 rn 'DD � 2855 100 -�, 151 2 21 1 28 29 160 161 �50 (31 161 100 160 13 267 163 �25 102 253 232 4sa ( ) (14) DUCK POND 3 250 (4) 25 55160 tab 260 101 25 6 1sD .-� / a LA-S 16D 1.4A(C). 112 135 22 245 (]) 390 150 (6) 120 39 LNIA 7 270 (8) 172 (19) 125 150/19/155 39 8270 (0) 51jjjD (13) 365 150 1.d ,/ 9 2'7'0(1o) 390 13 50 �50 100 10 270(Il)� / 1\25 4OWN OF SOUTHOLD P OPERTY RECORD CARD - 'Qo � 'p,3 -a� VNER STREET 3qoVILLAGE DIST. SUB. LOT < k CLI RIVER OWN R ' N E ACR. S W TYPE OF BUILDING -scs C. . Mel � SEAS. VL FARM CO CB. MICS. Mkt. Value -AM IMP. TOTAL DATE REMARKS / OOd_ '�' 00 So oov �' f�il �' r�7 C'101alr., ,-eolvred assess f0 �Y7�o� -,I- 7 _ 4 9H Qev�.. ;7_0 r '?AO 3 961? - 2 31 I f al 5P* 3411 a -b mo}e 1 8 dI 0 SP1- - 119 11t afl'61>5 -b (e.S -6,6t \ I-7• z- able FRONTAGE ON WATER 2" odland FRONTAGE ON ROAD odowland DEPTH ase Plot BULKHEAD aI 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis, In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. Trefoil EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also Identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: R Part 1 F]Part 2 Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ®B. Although the project could have a significant effect on the environment, there will not be a significant effect '.. for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.' ®C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. �I -A Conditioned Negative Declaration is only valid for Unlisted Actions ---- -— - - Proposed Construction of a Meeting House at the Santorini Beach Resort Name of Action ,I Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) website Date Page 1 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable,so indicate and specify each instance. Name of Action Proposed Construction of a Meeting House at the Santorini Beach Resort Location of Action(include Street Address,Municipality and County) 3800 Duck Pond Road(District 1000-Section 083.00-Block 02.00-Lot Nos.001.000,002.000, and 017.002),hamlet of Cutchogue, Town of Southold, Suffolk County,New York Name of Applicant/Sponsor Joint Industry Board of the Electrical Industry c/o Patricia C.Moore,Esq. Address 158-11 Harry Van Arsdale Jr.Avenue City/POPlushing State New York Zip Code 11365-3095 Business Telephone 631-765-4330 Name of Owner(if different)Same as above Address City/PO State Zip Code Business Telephone Description of Action: The proposed action consists of the construction of an 18,000-square-foot meeting house in the eastern portion of the Santorini Beach Resort property,which currently houses a 44-unit motel resort. Also proposed is the construction of two Americans with Disabilities Act("ADA")accessible parking spaces. Page 2 of 21 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use:M Urban FlIndustrial 0 Commercial D Residential (suburban) ©Rural (non-farm) ElForest Agriculture Other VacanUUndevelopedLand 16591 (The proposed meeting house and parking area would affect approximately 0.52± . 2. Total acreage of project area: acres. acre of the 16.59±-acre subject property). APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) 0 acres 0 acres Forested 9.64± acres 9.29± acres Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres 0 acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) 0 acres 0 acres Water Surface Area 0 acres 0 acres Unvegetated (Rock, earth or fill) 0 acres 0 acres Roads, buildings and other paved surfaces 1.18± acres 1.70± acres Other (Indicate type) Lawn/Landscaping 5.77± acres 5'60± acres Carver and Plymouth sands, 15 to 35 percent slopes(CpE);Cut and fill land, gently sloping(CuB);Plymouth loamy sand,8 to 15 percent slopes(PIC); 3. What is predominant soil type(s) on project site?Riverhead sandy loam,0 to 3 percent slopes(RdA);Beaches(Bc). a. Soil drainage: M Well drained 8080=% of site 91 Moderately well drained 2Q1% of site. I,, ©Poorly drained _%of site b. If any agricultural land �IA�n olved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370). *While RdA soil is classified within soil group 3, the proposed action would not eel the northern portion of the subject site,which is mapped as said soil. 4. Are there bedrock outcroppings on project site? M Yes VNo a. What is depth to bedrock 800± (in feet) 5, Approximate percentage of proposed project site with slopes: "o-10% 50 % "10- 15%26 % ® 15%or greater 24 6. Is project substantial) ontiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? Yes No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ElYes MNo 8. What is the depth of the water table? <5± (in feet) 9, is site located over a primary, principal, or sole source aquifer? CoYes O No l o. Do hunting, fishing or shell fishing opportunities presently exist in the project area? F1 Yes 10 No Page 3 of 21 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? Oyes tCANo '... According to: Preliminary site inspection Identify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? [Dyes 1:1 No Describe: The site contains a beach,a loosely consolidated glacial bluff and a vegetated bluff. However, the proposed area of development would not unpact these land forms. 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? Yes No If es, explain: 14. Does the present site include scenic views known to be important to the community? ©Yes ®No F- 15. Streams within or contiguous to project area: None a. Name of Stream and name of River to which it tributary '... A 16. Lakes, ponds, wetland areas within or contiguous to project area: Long Island Sound b. Size (in acres): Page 4 of 21 17, Is the site served by existing public utilities? Yes n No '.. a. If YES, does sufficient capacity exist to allow connection? RYes 11 No * *On-site b. If YES, will improvements be necessary to allow connection? ElYes [:]No improvements only. 18. Is the site located inan agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ©Yes ®No 19. Is the site located in or substantial) contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ©Yes substantially 20. Has the site ever been used for the disposal of solid or hazardous wastes? E]Yes ®No B. Project Description 1. Physical dimensions and scale of project(fill in dimensions as appropriate). (Approximately 0.52f acre of the subject '.. a. Total contiguous acreage owned or controlled by project sponsor: 1('593 acres.property would be affected by the proposed meeting house and additional parking.) b. Project acreage to be developed: 7.3± acres initially; 7.3± acres ultimately. c. Project acreage to remain undeveloped: 9.29± acres. d. Length of project, in miles:N/A (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed. N/A % f. Number of off-street parking spaces existing 51 proposed 53 ('nc`c-rcft 0 ADA-spaces) *nosed on the proposed and existing uses on the subject site,and a factor of 0.R trips per room g. Maximum vehicular trips generated per hour: 323+ (upon completion of project)? (Saturday peak hour)for a Hotel*from the ITE Trip Generation.Ah Edition. h. If residential: Number and type of housing units! N/A One Family Two Family Multiple Family Condominium Initially Ultimately i. Dimensions (in feet)of largest proposed structure: 49+ height: 30± width; 124+ length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 431.12± ft. 2. How much natural material (i.e. rock, earth, etc.)will be removed from the site? 4,000± tons ubic yards 3. Will disturbed areas be reclaimed ®Yes n. No ®N/A a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? []Yes ©No c. Will upper subsoil be stockpiled for reclamation? Yes No (0.17 acre of 4. How many acres of vegetation (trees, shrubs, ground covers)will be removed from site?0.52± acres. Lawn/l.andscaping and '. *Pursuant to the ITE, "hotels are places of lodging that provide sleeping accommodations ane'— smarting 0.35 acre of '.. facilities such as restaurants,cocktail lounges,meeting and banquet room or convention facilities,limited Wocdland/Forested arca) recreational facilities(pool,fitness room)and/or other retail and service shops." Page 5 of 21 5. Will any mature forest(over 100 years old) or other locally-important vegetation be removed by this project? Yes ® No 6. If single phase project: Anticipated period of construction: 8 months, (including demolition) 7. If multi-phased: WA a. Total number of phases anticipated_ (number) b. Anticipated date of commencement phase 1: _ month year, (including demolition) c. Approximate completion date of final phase: _ month _year. d. Is phase 1 functionally dependent on subsequent phases? E] Yes © No B. Will blasting occur during construction? ElYes F No 9. Number of jobs generated: during construction 50 L ; after project is complete lOt 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or facilities? ©Yes �No If yes, explain: 12. Is surface liquid waste disposal involved? 0 Yes ®No a. If yes, indicate type of waste(sewage, industrial, etc)and amount b. Name of water body Into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? M Yes M No Type Sanitary '- 14. Will surface area of an existing water body increase or decrease by proposal? ElYes 1zNo If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain? MYes QNo 16. Will the project generate solid waste? 1Z Yes ❑No 2 74�* (Rued on a factor of 1.0 pound per day per l00 square feet of commercial space,the a. If yes, what is the amount per month? tons proposed meeting house would potentially generate 0.04±loess of solid waste per day.) b. If yes, will an existing solid waste facility be used? Yes 0 No (Solid waste removed by licensed private carter.) c. If yes, give name Town of Southold Transfer Station location Cox Lane,Cutchogue,New York d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? 19Yes Q No *Volume assumes occupancy on a daily basis. '.. Page 6 of 21 e. If yes, explain: Rccyclables will be handled in accordance with local policy,and/or policies of the private carter. 17. Will the project involve the disposal of solid waste? ©Yes MNo a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ©Yes ®No 19. Will project routinely produce odors (more than one hour per day)? ElYes 0N 20. Will project produce operating noise exceeding the local ambient noise levels? E]Yes o No 21, Will project result in an increase in energy use? L Yes F1 No If yes, indicate type(s) Minimal increase in electricity,propane gas,and fuel oil(for generator). - 22. If water supply is from wells, indicate pumping capacity N/A gallons/minute. 23. Total anticipated water usage per day 7,4421 gallons/day. 24. Does project involve Local, State or Federal funding? 11 Yes F1 No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board Yes M No Site Plan City, Town, Village Planning Board SYes M No Special Exception City, Town Zoning Board Yes MNo Vanance(height) City, County Health Department Yes No Sanitary Discharge and Water Supply Other Local Agencies Yes No Other Regional Agencies ®Yes © No Suffolk County Water Authority State Agencies ®yes � No Federal Agencies Yes ®No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? MYes ® No '.. If Yes, indicate decision required: Zoning amendment Zoning variance 13 New/revision of master plan Subdivision Site plan Special use permit El Resource management plan Other Page 8 of 21 2. What is the zoning classification(s) of the site? Kesort[Residential("RR")District and Agricultural-Conservation("AC")District 3. What is the maximum potential development of the site if developed as permitted by the present zoning? [66,500 square feet(see flan TC-TI-Building Code Review) 4. What is the proposed zoning of the site? N/A 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? F- 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? IM Yes No 7. What are the predominant land use(s) and zoning classifications within a Ye mile radius of proposed action? Land Use(s)' North-Long Island Sound South-Residential;Agricultural East-Residential;Agricultural West-Residential - Zoning: North-Long Island Sound South-Agricultural -Conservation District East-Residential Low Density A District West-Residential Low Density AA District S. Is the proposed action compatible with adjoining/surrounding land uses with a Ya mile? li7l InJ Yes No 9, If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? '.. Page 9 of 21 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? 0 Yes ® No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? FlYes ❑ No '.. a. If yes, is existing capacity sufficient to handle projected demand? Yes ri No 12. Will the proposed action result in the generation of traffic significantly above present levels? Dyes 0 No a. If yes, is the existing road network adequate to handle the additional traffic. ®Yes FINo D. Informational Details Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the informationprovided above is true to the best of my knowledgge. Revised July 10,2009 Joint Industry Board of the Electrical Industry c/o VLIB Revised May 28,2009 Applicant/Sponsor Name /Eneineerine,Surveying and Landscape Architecture,P.C.* Date October 1,2008 Signature / Kim A. Cie o,AICP Title Director,Long Island Environmental Division '.. If the action is in the Coastal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. *The operations of Freudenthal&Elkowitz Consulting Group,Inc.were acquired by VHB Engineering,Surveying and Landscape Architecture,P.C. as of January 1,2009, 27770.00 NYSEAF Revised 07-09 Page 10 of 21 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to ft a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impart is likely to be considered small to moderate or whether it is a potentially-large impact. The form also Identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑Part 1 ❑Part 2 Dart 3 Upon review of the information recorded on this EAF (Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: ©A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a- significant impact on the environment, therefore a negative declaration will be prepared. FIB. Although the project cocid have a significant effect on the environment, there Will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been requiredT-therefore a CONDITIONED negative declaration will be prepared.* ❑C. The project may result in one or more large and important impacts that may have a significant impact on th environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Proposed Construction of a Meclutg House at the Santorini Beach Resort �^ Name. of Action ----- _. .. .-. ._ Na,ae of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Aconcy Signature of Preparer (If different from responsible officer) website Date Page 1 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable,so indicate and specify each Instance. Name of Action Proposed Construction of a Meeting House at the Santorini Beach Resort Location of Action(include Street Address, Municipality and County) 3800 Duck Pond Road(District 1000- Section 083.00-Block 02.00- Lot Nos. 001.000, 002.000, and 017.002),hamlet of Cutchogue, Town of Southold, SulTolk County, New York Name of Applicant/Sponsor Joint Industry Board of the Electrical Industry c/o Patricia C. Moore, Esq. Address 158-11 Harry Van Arsdale Jr. Avenue City/pOFlushing State New York Zip Code 11365-3095 Business Telephone 631-765-4330 Name of Owner(if different)Samc as above Address City/PO State Zip Code Business Telephone Description of Action: The proposed action consists of(lie consiniction of an 18,000-square-foot meeting house in the eastern portion of the Santorini Beach Resort property. which currently houses a 100-room motel resort. Also proposed is the construction oftwo Americans with Disabilities Act("ADA") accessible parking spaces. Page 2 of 21 0 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use: ❑Urban ❑Industrial 0 Commercial Residential (suburban) 17 Rural (non-farm) EForest E Agriculture ®Other Vacant/Undeveloped Land 1659± (The proposed meeting house and parking area would affect approximately 0.52± . 2. Total acreage of project area: acresacre of the 16.5%-acre subject property). APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) 0 acres 0 acres Forested 9.64± acres 9.29± acres Agricultural (Includes orchards, cropland, pasture, etc.) 0acres 0 acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) 0 acres 0 acres Water Surface Area 0 acres 0 acres Unvegetated (Rock, earth or fill) 0 acres 0 acres Roads, buildings and other paved surfaces 1'18± acres 1.70± acres Other (Indicate type) Lawn/Landscaping 5.77± acres 5.60± acres Carver and Plymouth sands, 15 to 35 percent slopes(CpE);Cut and fill land, gently sloping(CuB);Plymouth loamy sand, 8 to 15 percent slopes(PIC); Riverhead 3. What is predominant soil type(s) on project site?sandy loam, 0 to 3 percent slopes(RdA); Beaches(Be). a. Soil drainage: S Well drained 80t % of site ElModerately well drained 20f% of site. Poorly drained _% of site b. If any agricultural land Wnvolved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370). -while RdA soil is das.ised within sail group 3, the proposed action would not ticct the northern portion ofthe subject site,which is mapped as said soil. 4. Are there bedrock outcroppings on project site? M Yes No a. What is depth to bedrock 800± (in feet) 5. Approximate percentage of proposed project site with slopes: ®0-10% 50 % ®10- 15%26 % ® 15%or greater 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? Yes 0 No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? F1 Yes IoNo 8. What is the depth of the water table? <5± (in feet) 9, Is site located over a primary, principal, or sole source aquifer? IzYes O No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? Yes 12 No Page 3of21 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? MYes ONo According to: Preliminary site inspection Identify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? BYes FiNo Describe: The site contwns a beach- a loosely cmtsolidated glacial bluff and a vegetated bluff. However, the proposed area of development would not impact these land fonus. 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? 11Yes ®No If es, explain: 14. Does the present site include scenic views known to be important to the community? ©Yes ®No 15. Streams within or contiguous to project area: None a. Name of Stream and name of River to which it is tributary A 16. Lakes, ponds, wetland areas within or contiguous to project area: Long Island Sound b. Size (in acres): Page 4 of 21 17. Is the site served by existing public utilities? R Yes ❑ No a. If YES, does sufficient capacity exist to allow connection? R Yes No * *0m-site b. If YES, will improvements be necessary to allow connection? Yes ONO improvements only. 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? DYes 17 No 19. Is the site located in or substantial) contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? Yes UNo 20, Has the site ever been used for the disposal of solid or hazardous wastes? ©Yes ®No B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate). (Approximately 0.52±acre of the subject a. Total contiguous acreage owned or controlled by project sponsor: 16.59± acres.property would be affected by the proposed meeting house and additional parking.) b. Project acreage to be developed: 7.3± acres initially; 7.3± acres ultimately. c. Project acreage to remain undeveloped: 9.29± acres, d. Length of project, in miles:Nt'A (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed. N/A % f. Number of off-street parking spaces existing 51 proposed 53mea ofM. ADA-spaces) Based on the proposed and exlstmg use,on the subject site,and a factor of 072 tripe per mom g. Maximum vehicular trips generated per hour: 72±* (upon completion of project)? (sammaypeakhom>roran.ter mn,nthe iTa Trip Generation,'7th Edition. In. If residential: Number and type of housing units: N/A One Family Two Family Multiple Family Condominium Initially Ultimately i. Dimensions (in feet) of largest proposed structure: 49± height; 30± width; 120± length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 431.12± ft 2. How much natural material (i.e. rock, earth, etc.)will be removed from the site? 4,000± tons ubic yards 3. Will disturbed areas be reclaimed 17Yes 17No RN/A a. If yes, for what intended purpose is the site being reclaimed? F I b. Will topsoil be stockpiled for reclamation? nYes © No c. Will upper subsoil be stockpiled for reclamation? 11 Yes © No (0.17 acre of 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site?0.521 acres. Lawn/Landscaping and *Pursuant to the ITE. 'hotels are places of lodging that provide sleeping accommodations an sling 0.35 acre of Facilities such as restaurants, cocktail lounges, meeting and banquet room or convention facilities, bruited Woodland/Forested area) recreational facilities (pool, fitness room) and/or other retail and service shops." Page 5 of 21 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? Yes � No 6. If single phase project: Anticipated period of construction: 8 months, (including demolition) 7. If multi-phased: N/A a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: month year, (including demolition) c. Approximate completion date of final phase: month year. d. Is phase 1 functionally dependent on subsequent phases? E] Yes © No 8. Will blasting occur during construction? FlYes No 9. Number of jobs generated: during construction 50± ; after project is complete 10± 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or facilities? ❑Yes VM'No If yes, explain: 12. Is surface liquid waste disposal involved? E]Yes MNo a. If yes, indicate type of waste (sewage, industrial, etc) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? M Yes E]No Type Sanitary 14. Will surface area of an existing water body increase or decrease by proposal? E]Yes 1zNo If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain? ®Yes ❑No 16. Will the project generate solid waste? ® Yes 0 No 2.74+* (Based on a tactor of LO pound per day per 100 square feel ofecu unercial space,the a. If yes, what is the amount per month? tons proposed meeting house would potentially generate 0.09±tons of solid waste per day.) b. If yes, will an existing solid waste facility be used? ®Yes 0 No (Solid waste removed by licensed private carter.) c. If yes, give name Town of Southold Transfer Station location Cox Lane, Cutchogue,New York d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? Yes r7 No *Volume assumes occupancy on a daily basis. Page 6 of 21 e. If yes, explain: Reeyclables will be handled in accordance with local policy, and/or policies ofthe private carter. 17. Will the project involve the disposal of solid waste? ©Yes QNo a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ©Yes �No 19. Will project routinely produce odors (more than one hour per day)? nYes ®No 20. Will project produce operating noise exceeding the local ambient noise levels? MYes IR No 21. Will project result in an increase in energy use? v Yes M No If yes, indicate type(s) Minimal increase in electricity,propane gas, and fuel oil(for generator). 22. If water supply is from wells, indicate pumping capacity N/A gallons/minute. 23. Total anticipated water usage per day 7,442f gallons/day. 24. Does project involve Local, State or Federal funding? 1:1 Yes No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board Yes No City, Town, Village Planning Board ®YesEl Site Plan No Special Exception City, Town Zoning Board ®Yes F No Vanarice(height) City, County Health Department Yes 1:1 No Sanitary Discharge and Water Supply Other Local Agencies Yes No Other Regional Agencies ®Yes No Suffolk County Water Authority State Agencies FlYes ® No Federal Agencies ❑Yes ®No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? MYes M No If Yes, indicate decision required: E] Zoning amendment Zoning variance ri New/revision of master plan M Subdivision ® Site plan 41 Special use permit Resource management plan ❑ Other Page 8 of 21 2. What is the zoning classification(s) of the site? Resort/Residential("RR") District and Agricultural-Conservation("AC") District 3. What is the maximum potential development of the site if developed as permitted by the present zoning? E66500quare feet (sec Plan TC-TI-Building Code Review) 4. What is the proposed zoning of the site? N/A 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? N/A 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? ®Yes 0 No 7. What are the predominant land use(s) and zoning classifications within a Y4 mile radius of proposed action? Land Use(s): North-Long Island Sound South- Residential;Agricultural East -Rcsidcntial,Agricultural West- 'iC9ldentlal Zoning: North-1.011g lsluud Sound South-Agriadtural -Conservation District Hast- Residential i Dmv it y A District West -Rcsidcnl isl Low Density AA District a. Is the proposed action compatible with adjoining/surrounding land uses with a %a mile? Yes ❑No 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? Page 9 of 21 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? © Yes ® No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ID Yes M No a, If yes, is existing capacity sufficient to handle projected demand? R Yes © No 12. Will the proposed action result in the generation of traffic significantly above present levels? Yes 17 No a. If yes, is the existing road network adequate to handle the additional traffic. ©Yes 0 No D. Informational Details Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. Joint Industry Board of the Electrical Industry c/o V Revised May 28, 2009 Applicant/Sponsor Name Engineering.. Surveying and Landscape Architecture.P.C.* Date October 1, 2008 Signature , Kim A. Gennaro, AICD Title Director, Long Island Environmental Division If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. *The operations of Freudenthal&Etkowitz Consulting Group, Inc. were acquired by VHB Engineering, Surveying and Landscape Architecture, P.C. as of January 1, 2009. 27770.00 NYSEAF Revised 05-09 Page 10 of 21 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑Part 1 ®Part 2 ❑Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: MA. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. MB. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.' -- -- - C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Proposed Construction of a Meetinghouse at the Santorini Beach Resort Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (If different from responsible officer) website Date Page 1 of 21 0 0 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable,so indicate and specify each instance. Name of Action Proposed Construction of a Meetinghouse at the Santorini Beach Resort Location of Action(include Street Address, Municipality and County) 3800 Duck Pond Road(District 1000- Section 083.00- Block 02.00-Lot Nos. 001.000,002.000,and 017.002),hamlet of Cutchogue, Town of Southold,Suffolk County,New York Name of Applicant/Sponsor Joint Industry Board of the Electrical Industry c/o Patricia C. Moore,Esq. Address 158-11 Harry Van Arsdale Jr. Avenue City/POFlushing State New York Zip Code 11365-3095 Business Telephone 631-765-4330 Name of Owner(if different)Same as above Address City/PO State Zip Code Business Telephone Description of Action: The proposed action consists of the construction of an 18,000-square-foot meetinghouse in the eastern portion of the Santorini Beach Resort property, which currently houses a 100-room motel resort. Also proposed is the construction of two ADA-accessible parking spaces. Page 2 of 21 0 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use:❑Urban ❑Industrial 0 Commercial ❑Residential (suburban) ❑Rural (non-farm) ©Forest ❑Agriculture ®Other Vacant/Undeveloped Land 16.59+ (The proposed Meetinghouse and parking area would affect approximately 0.52± 2. Total acreage of project area: acres. acre of the 16.59±-acre subject property). APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) 0 acres 0 acres Forested 9.64'— acres 9.29± acres Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres 0 acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) 0 acres 0 acres Water Surface Area 0 acres 0 acres Unvegetated (Rock, earth or fill) 0 acres 0 acres Roads, buildings and other paved surfaces 1.18± acres 1.70± acres Other (Indicate type) Lawn/Landscaping 5.77± acres 5.60± acres Carver and Plymouth sands, 15 to 35 percent slopes (Cpfi);Cut and fill land, gently sloping(CuB);Plymouth loamy sand,8 to 15 percent slopes (PIC); 3. What is predominant soil type(s) on project site?Riverhead sandy loam,0 to 3 percent slopes(RdA);Beaches(Bc). a. Soil drainage: ®Well drained 80± % of site ElModerately well drained 20=% of site. ❑Poorly drained _% of site b. If any agricultural land is i1nvolved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? [Q/A* acres (see 1 NYCRR 370). y -While RVA soil is classified within soil group 3, the proposed action would not ❑ect the northern portion of the subject site,which is mapped as said soil. 4. Are there bedrock outcroppings on project site? ❑ Yes ONo a. What is depth to bedrock 800'— (in feet) 5. Approximate percentage of proposed project site with slopes: ®o-1 o% 50 % ®10- 15%26 % ® 15% or greater 24 % 6. Is project substantial) contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? Fi Yes ® No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes ®No B, What is the depth of the water table? <5± (in feet) 9. Is site located over a primary, principal, or sole source aquifer? IRYes ❑ No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑Yes IR No Page 3 of 21 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ❑Yes ®No According to: Preliminary site inspection dentify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? ❑Yes ® No Describe: 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? ❑Yes ®No If es, explain: 14. Does the present site include scenic views known to be important to the community? ElYes ®No 15. Streams within or contiguous to project area: None a. Name of Stream and name of River to which it is tributary [/A 16. Lakes, ponds, wetland areas within or contiguous to project area: Long Island Sound b. Size (in acres): Page 4 of 21 0 0 17. Is the site served by existing public utilities? ®Yes No a. If YES, does sufficient capacity exist to allow connection? ®Yes ©No * *On-site b. If YES, will improvements be necessary to allow connection? ElYes ONo improvements only. 1 a. Is the site located inan agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? UZI ®No 19. Is the site located in or substantiall contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? rJYes ElNo 20. Has the site ever been used for the disposal of solid or hazardous wastes? MYes RNo B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate). (Approximately 0.52±acre of the subject a. Total contiguous acreage owned or controlled by project sponsor: 16.59'— acres. property would be affected by the proposed Meetinghouse and additional parking.) b. Project acreage to be developed: 7.3'— acres initially; 7.3± acres ultimately. C. Project acreage to remain undeveloped: 9.29± acres. d. Length of project, in miles: N/A (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed. N/A% f. Number of off-street parking spaces existing 51 proposed 53 `Saturday peak hour trips,based on a tactor o(0.7? g. Maximum vehicular trips generated per hour: 72+—s (upon completion of project)? trips per peak hour for a hotel use from the ITE 'I np Generation.7th Edition. In. If residential: Number and type of housing units: N/A One Family Two Family Multiple Family Condominium Initially Ultimately i. Dimensions (in feet) of largest proposed structure: 49± height; 30± width; 120± length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 431.12± ft. 2. How much natural material (i.e. rock, earth, etc.)will be removed from the site? 4,000± tons ubic yards 3. Will disturbed areas be reclaimed E]Yes f7No ®N/A a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? 11Yes ❑ No c. Will upper subsoil be stockpiled for reclamation? Yes No (0.17 acre of 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? 1152± acres. Lawn/Landscaping and 0.35 acre of Woodland/Forested area) Page 5 of 21 0 0 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ❑Yes ® No 6. If single phase project: Anticipated period of construction: 8 months, (including demolition) 7. If multi-phased: N/A a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: month year, (including demolition) c. Approximate completion date of final phase: month year. d. Is phase 1 functionally dependent on subsequent phases? ❑ Yes ❑ No 8. Will blasting occur during construction? ❑Yes ®No 9. Number of jobs generated: during construction 50± after project is complete lam)± 10. Number of jobs eliminated by this project 0 11, Will project require relocation of any projects or facilities? ❑Yes I No If yes, explain: 12. Is surface liquid waste disposal involved? ❑Yes ®No a. If yes, indicate type of waste (sewage, industrial, etc) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? 0 Yes ❑No Type Sanitary 14. Will surface area of an existing water body increase or decrease by proposal? ❑Yes®No If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain? ❑Yes ❑No 16. Will the project generate solid waste? ® Yes ❑No 2 �,��* (Based on a factor of 1.0 pound per day per 100 square feet of commercial space,the a. If yes, what is the amount per month? tons proposed Meetinghouse would potentially venerate 0.09±tons of solid waste per day.) b. If yes, will an existing solid waste facility be used? ®Yes ❑No (Solid waste removed by licensed private carter.) c. If yes, give name Town of Southold Transfer Station location Cox Lane,Cutchogue,New York d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? IDYes ❑ No *Volume assumes occupancy on a daily basis. Page 6 of 21 e. If yes, explain: Recyclables will be handled in accordance with local policy,and/or policies of the private carter. 17. Will the project involve the disposal of solid waste? RYes RNo a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ❑Yes ®No 19. Will project routinely produce odors (more than one hour per day)? 17Yes ®No 20. Will project produce operating noise exceeding the local ambient noise levels? MYes 17No 21. Will project result in an increase in energy use? ®Yes ❑ No If yes, indicate type(s) Minimal increase in electricity,propane gas,and fuel oil (for generator). 22. If water supply is from wells, indicate pumping capacity N/A gallons/minute. 23. Total anticipated water usage per day 7,442'— gallons/day. 24. Does project involve Local, State or Federal funding? ❑Yes ® No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board ❑Yes ❑ No Cita Phn City, Town, Village Planning Board eyes E] No Special Exception City, Town Zoning Board ®Yes F-1No Variance(height) City, County Health Department ❑Yes ❑ No Sanitary Discharge and Water Supply Other Local Agencies 1:1 Yes No Other Regional Agencies ®Yes ❑ No Suffolk County Water Authority State Agencies ❑Yes ® No Federal Agencies ❑Yes ®No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? ®Yes © No If Yes, indicate decision required: ❑ Zoning amendment ® Zoning variance ❑ New/revision of master plan ❑ Subdivision ® Site plan F1 Special use permit ©Resource management plan ❑ Other Page 8 of 21 2. What is the zoning classification(s) of the site? Resort/Residential ("RR")District and Agricultural-Conservation("AC")District 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 66,500 square feet(see Plan TC-T I-Building Code Review) 4. What is the proposed zoning of the site? N/A 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? N/A 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? Yes No 7. What are the predominant land use(s) and zoning classifications within a /4 mile radius of proposed action? Land Use(s): North -Long Island Sound South- Residential: Agricultural East- Residential;Agricultural West-Residential Zoning: North-Long Island Sound South - Agricultural - Conservation District East- Residential Low Density A District West-Residential Low Density AA District B. Is the proposed action compatible with adjoining/surrounding land uses with a %4 mile? ©Yes No 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? Page 9 of 21 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? 1:1 Yes ® No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? FlYes n No a. If yes, is existing capacity sufficient to handle projected demand? Yes No 12, Will the proposed action result in the generation of traffic significantly above present levels? Yes®No a. If yes, is the existing road network adequate to handle the additional traffic. E]Yes 1:1 No D. Informational Details Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. Joint Industry Board of the Electrical Industry c/o Freudenthal& Applicant/Sponsor Name Elkowitz Consulting Group, Inc. Date October 1, 2008 Signature Ki A. G o,AICP Title Director of PI ing If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. F:MUN-08-252 NYSEAF 09-08 Page 10 of 21 MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JKRHAN R.WOODHOUSp; ���� so P.O. Southold, NY 11971 Chan y y OFFICE LOCATION: KENNETH L. EIIWARDS '! T Town Hall Annex MAIt'CIN H.S[D(lR G Q 54375 State Route 25 GEORGE R SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L. I'OWNSEND OlyC0Uhi1 Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE 'DOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: February 4, 2009 Re: Checks The referenced application(s) has/have been approved by the Planning Board and the check(s) may now be processed to revenue. Thank you. Project Name & Type Tax Map # Amount Check Date Santorini SP 83-3-2-17.3 $2,050 12/12/08 LR STORM WATER POLLUTION PREVENTION PLAN (SWPPP) Prepared For: SANTORIM BEACH RESORT AT CUTCHOGUE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY SEPTEMBER 21,2008 L._._. ,1�ptiESSEOygl r 9 T � _ rVy Y 49� P Or NEW y- Prepared by James, LaSala&Associates, LLP 11 Oval Drive,Islandia,NY 11749 Suite 129 in accordance with GP-02-01, Part V (11)(2) (c) Signatory Requirements Federal regulation CFR 40 Part 122 prohibits point source discharge of stormwater to waters of the United States without a permit issued under the National Pollutant Discharge Elimination System(NPDES).New York State is delegated by the USEPA to administer its State Pollutant Discharge Elimination system(SPDES)program in lieu of EPA's NPDES program. A Stormwater Pollution Prevention Plan(SWPPP)is a plan for controlling runoff and pollutants from a site during and after construction activities.The principle objective of a SWPPP is to comply with the DEC SPDES Stormwater Permit for construction activities by planning and implementing the reduction or elimination of erosion and sediment loading to waterbodies during construction;reducing the impact of stormwater runoff on the water quality of the receiving waters;controlling the increased volume and peak rate of runoff during and after construction;and maintaining stormwater controls during and after completion of construction. Prepared for: Joint Industry Board of the Electrical Industry 158-11 Harry Van Ardsdale Avenue Flushing,NY 11365 For Submission to: NYS Department of Environmental Conservation Division of Water 625 Broadway, 44 Floor Albany,NY 12233-3505 Town of Southold Planning Board Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 2 TABLE OF CONTENTS A. Narrative Report 1.Site Location/Description/Project Scope 4 -5 2.Stormwater Management Objectives 5 -6 3.Pre-Development Conditions 6-7 a. Identify Natural Drainage Areas b. Names of Waterbodies,Wetlands,Etc. c. Identify Critical&Environmentally Sensitive Areas d Identify Utility Lines,Easements,Water Supply,Wells, Sewage Treatment e. Identify Soil Type 4.Future Site Description 8 -9 a. Proposed Development&Scope of SWPPP b. Disturbed Area in Acres c. Duration of Activity d Acreage,Location and Boundaries of Proposed Impervious Area e. Future Utilities,Easements,Water Supply and Sewage Systems £ Define Environmentally Sensitive Areas That Will Be Protected From Disturbance g. Define Drainage Ares on the Future Site h. The SWPPP Shall Include B. Drawing&Report List 10 C. Plan Components 11 -21 Erosion and Sediment Controls Runoff Control Practices Stabilization Practices Structural Practices Sediment Control Practices Water Quality and Quantity Pre-Construction Conditions Post-Construction Conditions Other Controls Hazardous&Non-Hazardous Waste Applicable State or Local Programs Maintenance of Stormwater Controls Inspections Non-Stormwater Discharge Management D. Construction Sequence Schedule 22-24 Monthly Summary of Inspections 25 -26 Quarterly Summary of Inspections 27-28 Attachments: ■ Notice of Intent Forms (for NYSDEC) ■ Notice of Termination Form(for NYSDEC Div.of Water) ■ NYSDEC Division of Water Inspection Checklist ■ Site/Development Plans—Santorini Beach Resort 3 STORMWATER POLLUTION PREVENTION PLAN Section 402 of the Clean Waters Act (NPDES) requires permits for stormwater discharges from construction activities. To implement the law, on January 8, 2003 the NYSDEC issued the General Permit GP-02-01 for Stormwater Discharges from Construction Activities. This Stormwater Pollution Prevention Plan has been prepared and its requirements must be carried out by the prime contractor in accordance with General Permit GP- 02-01 (the Permit). Under this program, a Notice of Intent (NOI) must be filed with the NYSDEC after this Stormwater Pollution Prevention Plan (SWPPP) is completed and 60-days prior to commencement of construction (included in Appendix A), and be maintained on site with this Stormwater Pollution Prevention Plan (SWPPP). This plan incorporates by reference the Site/Development Plans for: The Santorini Beach Resort,3800 Duck Pond Road, Cutchoaue, Town of Southold, Suffolk County,NY A. Narrative Report 1. SITE LOCATIONMESCRIPTIONT/PROJECT SCOPE: The site is located on a waterfront setting on the north shore of the north fork of Long Island fronting the Long Island Sound. It is a 16.59 acre Resort Residential (RR)and Agricultural Commercial (AC)zoned property situated on the northeast side of Duck Pond Road,just west of Duck Pond Point,in the Hamlet of Cutchogue, Town of Southold,County of Suffolk,New York,and located at Geographic Coordinates in NYTM units of X coordinate 708337 and Y coordinate 4545766.All of the proposed site work will occur within the RR zoning.The official address of the site is 3800 Duck Pond Road,Cutchogue. It is approximately 1300 feet north of Richies Drive. The site is bound to the North by the Long Island Sound,to the south,east&west by residential property. The site is improved with four buildings, an in-ground swimming pool,associated parking lots,a concrete sea wall, and assorted outdoor recreational areas, including kids play courts and a bocce court. There is one 5,905 SF motel building, one 5,507 SF motel building,one 3,236 SF restaurant building(the restaurant is currently closed by Suffolk County Department of Health Services), and one 1,780 SF cabana building. It is proposed to build one 7,345 SF new training center.The training center will be three stories and 18,000 gross floor area. The property currently contains approximately 1.18 Ac impervious area, and 15.41 Ac of pervious area.After construction the site will contain 1.70 impervious acres and 14.89 pervious acres. A portion of the motels and restaurant are within a coastal erosion hazard zone defined by a 100' coastal erosion hazard line extending to the south from the line of high tide. The construction activity located on-site will be one in two phases:phase I is renovation of two existing motels,renovation of one existing restaurant and phase II 4 is construction of a new three story training center with asphalt paved access road,handicap parking area,and utilities,including new stormwater systems and new conventional sub-surface sewage disposal system.The majority of the land disturbance activities will be performed during phase II constructing the new 7,344 SF footprint training center and new sanitary system consisting of five(5) 10' diameter septic tanks and sixteen(16) 10' diameter leaching pools.Trenching for installing new public water supply,electrical conduit,sanitary force main&drainage and storm drainage will contribute to the land disturbance. The total disturbed area is expected to be approximately two(2)acres. A site vicinity aerial photograph and an overall plan for the site are included in this document.It is estimated that approximately 4000 CY of cut soil material associated with the new training center construction will need to be hauled from the site. i SITE VICINFTY AERIAL PHOTOGRAPH 2. STORMWATER MANAGEMENT OBJECTIVES: Storm water management(erosion&sediment control)during construction shall be provided by the practices described in this report and as shown on the development plans. Sizing and function features of these BMPs shall be provided in the erosion& sediment control drawing included in the development plans. Currently the site is developed and is therefore not 100% pervious.The roof and paved areas account for approximately 7% of the total site area. Storm water runoff from the higher elevations collects in the low middle point of the site with no apparent outfall. The proposed site improvements shall include 5 new storm gutters on all buildings with down spouts connected directly to storm water leaching pools. Sheet flow storm water runoff from the proposed roadway will empty to catch basins located in the new roadway. 3. PRE-DEVELOPMENT CONDITIONS: Currently,the site consists of a wooded southerly&easterly perimeter,and lawn and landscape hedges&bushes elsewhere.There do exist driveway and parking lot asphalt pavements,and concrete walkways and patio serving the existing motels and restaurant on site.The restaurant courtyard surface consists of gravel. Elevations range from 11 to 58 feet,and although the developed areas are relatively flat a slight depression is located at the middle west side of the site and the south and east perimeters are sloped down into the property- a.Identify natural drainaee areas: The site is previously developed,and the topography of the developed areas is generally flat with a minor(<1%)slope.The perimeter of the property is hilly,always with the higher elevations on the property line and overland runoff flows onto the property towards low points.There is one drainage inlet located in the restaurant courtyard. The site is not connected to the MS4 system. b. Names of Water bodies,Wetlands,etc.: The site is located adjacent to the Long Island Sound.NYSDEC has designated this tidal wetlands area as LZ,or Littoral Zone on the NYS Tidal Wetlands Map(708-546). Long Island Sound in the Duck Pond Point area is not specifically listed on the 303(d)waterbodies list,and surrounding waterbodies including Goldsmith's Inlet and Mattituck Inlet that were listed have been delisted due to the approval of the Long Island Waters Pathogens(Shellfishing)TMDL in 2007. c. Identify critical and environmentally sensitive areas: The site does contain steep slopes that would become highly erodible should the ground cover be removed. It is estimated that 26%of the site is sloped at 10 to 15 percent and 24%is sloped at 15 percent or greater.There are no natural resource conservation areas,or wildlife habitats located on the property. d. Identify utility lines,easements,water supply wells, sewage treatment systems: 8"diameter water main is available in Duck Pond Road for the development's potable&fire demands.The Suffolk County Water Authority owns the water supply system. Water flow and 6 pressure tests indicate that the 8"main is adequate to meet the site's water needs. Sanitary sewer service provided for the site shall be conventional sub-surface septic tanks and leaching pools on site with three(3)Environmental One sanitary pumping stations and gravity piping bringing flow to the septic tanks. Overhead LIPA electric is available from Duck Pond Road.The site is to be serviced by underground electrical service. Telecommunications including fiber optic will be provided to the site.There are two(2)existing water supply wells on the property. One well is to be used for irrigation purposes only,the other is to service the swimming pool. There is a water treatment system in place and treating the well water used for the pool. These wells do not need to provide potable water because the newly installed public water main will do that. The wells are identified by their Suffolk County Department of Health Services I.D.numbers as S 120279 and 558840,and are feeding the irrigation system and swimming pool respectively. e. Identify soil tyre: The Santorini site is located on the northern coast of the north fork of Long Island.The USDA Soil Survey of Suffolk County,New York provides a complete categorization,mapping,and description of soil types found in Suffolk County. The soil survey identifies soils at the Santorini site as predominantly Riverhead sandy loam. (RdA)soils.Ten(10)soil borings installed on site during the year 2008 at ground surface elevations ranging from 11.00' to 27.00'above msl and taken to depths between 17 and 32 feet below ground surface level provide information on the groundwater table levels at the site.According to the soil boring data provided on the Plot Plan(Sheet 2 of 11),groundwater levels ranged from 9' to 23.5' below ground surface. . The borings indicate that the site soils consist mainly of sand and loam fill in the top 3 ft.to 9 ft. layer of the developed areas fine to medium sand underneath the fill. The boring taken in the undeveloped sloped area shows clayey sand&gravel from the surface down to 6 ft,and then fine to medium sand underneath the clayey sand&gravel.The site was previously filled for development. The data obtained from the soil borings indicates the Hydrologic Soil Group(HSG)is HSG Group B due to the clayey sand&loam material present in the soil borings.It is the drainage design intent of this project to overcome the restricted water transmission of these soils by removing the clayey sand&loam in specific locations (at leaching pools)thereby allowing water to flow down to the underlying sand. The location of the test holes is provided on the included drawings. 7 4. FUTURE SITE DESCRIPTION: Development of the site will include new stormwater management systems.There is minimal stormwater management currently on site.Low impact design measures have been incorporated with the use of infiltration as the method of stormwater management. An increase of impervious runoff will occur due to the construction of the training center and asphalt paved access roadway.However,the training center has been designed with a stormwater management system that shall utilize(BMP)Best Management Practice leaching pools to control and remove stormwater produced by up to 2"of rainfall. This is an improvement for the fust 2"of rainfall over the area to receive the training center building because this area is not currently served by a stormwater collection system. Similarly, the existing buildings are to be upgraded with gutters and downspouts to direct stormwater from the roofs to leaching pools.Again,this is an improvement over existing conditions where there are no gutters, downspouts or stormwater leaching pools. The proposed asphalt paved roadway will also be drained to leaching pools,and will represent an upgrade over existing drainage conditions. a. Proposed development and scope of SWPPP: The development shall be constructed under performance standards regulated by the New York State standards for erosion and Sediment Control. Based on the scope and environmental characteristics of the Santorini site,a(SWPPP)Stormwater Pollution Protection Plan has been developed for the safety and preservation of immediate and downstream waters connected to the construction site. b. Disturbed areas in acres: The Site disturbance shall be approximately 2.0 acres. c. Duration of activity: Construction duration is estimated to begin on October 31,2008 and end no later than October 31,2009. d Acreage,location,and boundaries of oroposed impervious area: The new site's impervious roadway and building features shall disturb approximately 0.52 acres,and shall be located within and adjacent to the side slope areas on the east side of the property. e. Future utilities,easements,water supply,and sewage systems: Water Service,potable and fire,for the Santorini site will be constructed on site from the existing 8"water main located in Duck Pond Road. Water flow and pressure tests have been acquired,and the 8" main will be adequate. Sanitary Sewer service for the site shall be provided by conventional sub-surface septic tanks and leaching pools. See site development drawings. 8 f. Define environmentally sensitive areas that will be urotected from disturbance: The NYSDEC Tidal Wetland designated Littoral Zone,LZ has been identified and considered in design of stormwater management. g. Define drainage areas on the future site: (See drawings). h. The SWPPP shall include: The proposed Santorini site improvements will not be a source of industrial discharge or be part of a TMDL watershed;however,this SWPPP report recognizes all potential pollutant sources from construction,and mitigates environmental impacts. This plan covers preventative measures for mitigating litter,construction chemicals,and debris exposed to stormwater by structural methods of screening, detaining,and manually scheduled cleaning. 9 B. DRAWING & REPORT LIST • Existing Conditions& Demolition Site Plan • Proposed Grading Site Plan • Proposed Utility Plan • Site Details &Notes • Erosion& Sediment Control Plan • Subsurface Exploration Report The items listed here are included at the end of this report as an appendix to the report. 10 C. Plan Components The erosion and sediment controls required for the site to prevent exposed soils from contaminating the storm runoff are site preparation, runoff control, soil stabilization, sediment control. Temporary diversion, silt fence, inlet protections, & construction entrance are included in the E&S controls. Details on the implementation of these erosion and sediment controls are included in the attached Site/Development Plans. Erosion and Sediment Control Practices Runoff Control Practices Runoff Control practices for this site shall include temporary diversion (TD) to prevent runoff from entering disturbed areas by intercepting & diverting it to a stabilized outlet. Stabilization Practices Stabilization practices for this site shall include permanent topsoil & seeding & temporary mulch and tree protection.Use of impervious surfaces for stabilization will be avoided. (a) A monthly summary of site inspection activities is included in the Construction Activities Section of this document. This form is to be maintained by the construction manager and/or SWPPP Inspector to record the dates of major grading activities,when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated. (b) Permanent or temporary soil stabilization measures shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within 7 days to denuded areas that may not be at final grade, but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. (c) If the initiation of stabilization measures are temporarily or permanently ceased by snow cover or frozen ground conditions, stabilization measures shall be initiated as soon as practicable. 11 (d) When activities temporarily cease during construction,soil stockpiles and exposed soil should be stabilized by seed, mulch or other appropriate measures as soon as possible, but in no case more than 14 days after construction activity has ceased, Structural Practices Temporary structural practices for this site include construction entrance, silt fence, storm drain inlet protection, and tree protection. Permanent structural practices include (2) two BMPs, stormwater leaching pools and catch basins. Details regarding the implementation of these practices are included in the attached Development Plans. All disturbed areas will be surrounded by silt fencing as necessary to minimize sediment leaving the construction area until final stabilization has been achieved. Brightly colored construction fencing will also be installed to inhibit unauthorized intrusion on to the work area The drain inlet protection will consist of staked hay bales installed around all inlets and sediment bags to trap sediments in the runoff. The construction will also include a stone and geotextile construction entrance installed from the right-of-way of Duck Pond Road in order to allow vehicle/equipment tire washing and ingress and egress of vehicles and equipment. Dust control and watering plan is included on the attached Erosion & Sediment Control Plan. Sediment Control Practices L All erosion and sediment control measures will be selected, installed, and maintained in accordance with manufacturer specifications and good engineering practices as deemed appropriate by the (NYSDEC)New York State Department of Environmental Conservation General Permit GP-02-01 for the effective control of soil erosion and sediment deposition to prevent the unreasonable degradation of properties,waters and other natural resources. If regular inspections or other information indicates that a control has been used inappropriately or incorrectly,the permittee must replace or modify the control for site situations as soon as practicable. 2. If sediment escapes the construction site, off-site accumulations of sediment will be removed at a frequency sufficient to minimize off-site impacts. 3. Litter, construction debris, and construction chemicals exposed to storm water will be prevented from becoming a pollutant source in storm water discharges. 12 Water OuaGty and Water Ouantity Control Plan Existing site conditions such as rainfall data,time of concentration,runoff rates,volumes,and velocities have been taken into account during design of the proposed Santorini Beach Resort improvements. The site is approximately 16.59 acres in area with elevations ranging from 10.00 to 58.00 feet, referencing U.S.G.S,and the proposed site plan is designed to route stonnwater runoff to on-site SWM BMP where runoff will be captured and discharged thru direct infiltration. The BMP will be designed to store 2"rainfall. Strategically placed storm sewer pipes, inlets and catch basins shall route stormwater,and convey it to the BMP. To address the proposed training center,and existing motel,restaurant&cabana building's imperviousness,down-spouts have been included in the design to drain roof areas into the stormwater system. The site has been designed to minimize the cut and hauling requirements. Measures were taken in design of the proposed generator system to protect and preserve the quality of the groundwater. Since the handling of generator fuels are a function of the site during tank fills,the potential for fuel-spill contamination have been identified and mitigated. • Suffolk County Department of Health Services Article 12 requirements apply to the generator installation. The Soil Conservation Service formula for estimating site runoff rates(Soil and Water Conservation Society, 1997)is used below for the pre and post construction conditions at the site: PRE-CONSTRUCTION CONDITIONS The development site consists of 16.59 acres of land area: 7.11%impervious surfaces, 0.7%semi- pervious gravel surfaces, 58.11%forested,and 34.77%open space area including turf and landscaping.Pre-construction runoff rates are calculated for a 2 year, 10 year,and 100 year storm event: Formula Q=runoff(inches)_ (P-(0.2)(S))12/(P+(0.8)(S)) P =rainfall(inches) S =potential max. retention after runoff begins(inches) [S=(I000/CN)- 10] (1000/51.37)- 10= 9.47 CN =Curve Number 13 = impervious surfaces(not connected to drainage structures) _(7.11%)(98)=6.97 =semi-pervious portions of the site=(0.7%)(76)=0.53 =forested areas=(58.11%)(39)=22.66 =for open space portions of site=(34.770/o)(61)=21.21 CN for existing site=(6.97+0.53 +22.66+21.21)=51.37 2-Yr Storm (P=3.5) Q=(P-(0.2)(S))^2/(P+(0.8)(S)) _(3.5-(0.2)(9.47))^2/(3.5+(0.8)(9.47)) Q=0.09 inches 10 Yr Storm (P=4.9) Q=(P-(0.2)(S))^2/(P+(0.8)(S)) _(4.9-(0.2)(9.47))^2/(4.9+(0.8)(9.47)) Q=0.72 inches 100 Yr Storm (P=7.3) Q=(P-(0.2)(S))^2/(P+(0.8)(S)) _(7.3-(0.2)(9.47))^2/(7.3+(0.8)(9.47)) Q= 1.96 inches POST-CONSTRUCTION CONDMONS The development site would consist of 16.59 acres of land area; 10.02%impervious surfaces, 0.71/o semi-pervious gravel surfaces,and 55.76%forested,and 33.53%open space area including turf and landscaping. Post-construction runoff rates are calculated for a 2 year, 10 year,and 100 year storm event: Formula Q =runoff(inches)_ (P-(0.2)(S))^2/(P+(0.8)(S)) P =rainfall(inches) S =potential max.retention after runoff begins(inches) [S=(1000/CN)- 10] (1000/52.72)- 10= 8.97 14 CN =Curve Number = impervious surfaces connected to drainage structures =(10.2%)(98)=9.99 =semi-pervious portions of the site=(0.7%)(76)=0.53 =forested areas=(55.76%)(39)=21.75 =open space areas=(33.53%)(61)=20.45 CN for existing site=(9.99+0.53 +21.75 +20.45)=52.72 2-Yr Storm(P=3.5) Q=(P-(0.2)(S))^2/(P+(0.8)(S)) _(3.5-(0.2)(8.97))^2/(3.5+(0.8)(8.97)) Q=0.27 inches 10 Yr Storm (P=4.9) Q=(P-(0.2)(S))12/(P+(0.8)(S)) =(4.9-(0.2)(8.97))^2/(4.9+(0.8)(8.97)) Q=0.80 inches 100 Yr Storm (P=7.3) Q=(P-(0.2)(S))^2/(P+(0.8)(S)) =(7.3-(0.2)(8.97))^2/(7.3+(0.8)(8.97)) Q=2.09 inches The NYS Stormwater Design Manual provides guidance for sizing permanent stormwater controls to ensure adequate containment and conveyance of stormwater resulting from new development. The criteria provided in the Manual specifies that stormwater management practices should be designed to capture and treat 90%of the average annual stormwater runoff volume based on formula below(NYSDEC,2001): 15 Formula WQv =water quality volume(in acre feet) P =901/6 Rainfall Event Number Rv =0.05+0.009(1),where I is percent impervious cover(includes semi-pervious cover, therefore I= 10.72) A =site area in acres(land area only) wQv=(PXRvXA)/12 Proposed Project P-1.2 Rv =0.05 +0.009(10.72)=0.146 A = 16.59 acres WQv=(1.2X0.146X16.59)/12= 0.242 acre ft. WQv= 10,542 cubic feet Based on the above calculations,the drainage structures for the site should be designed(sized)to adequately capture 10,542 cubic feet(c.f)of stormwater runoff. However,the drainage structures for the proposed project are designed to provide 8,213 cubic feet of stormwater containment for a 2- inch rainfall in accordance with Town standards only across the existing and new pavements& buildings,and a portion of the wooded and turfed area near the proposed training center.This appears to be acceptable as there are no reports of historical flooding,and any additional development as it is constructed will be provided with stormwater drainage. The soil type supports infiltration adequate to drawdown the runoff capture volume once the loamy top layer is penetrated by the proposed stormwater systems. Special care must be taken during construction to avoid undue compaction of the underlying soils,which could affect the soils infiltration capability. 16 Other Controls a Solid materials,including building materials,garbage,and debris will be disposed of at an off-site location. Discharge of these materials will be prevented from entering surface waters of the state, except as authorized by Clean Water Act Section 404,permit. b. Where access routes of construction vehicles intersect paved public roads, construction entrances shall be installed in order to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a public road surface,the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing will be allowed only after sediment is removed in this manner. c. Portable sanitary facilities will be provided on-site and all construction personnel will be required to use the facilities. These facilities will be placed in locations that minimize risk of tipping and/or direct access into storm drains should a leak occur. d. Construction materials and equipment will be temporarily stored on the project site in designated areas only. Machinery and construction materials required for a wood and masonry structure are included. Building materials are considered inert and are not expected to have an adverse impact on the stormwater runoff quality. d. Potential pollutants-Construction Materials Any stockpiled construction material, such as topsoil and sand, will be stored in a silt fence-enclosed designated stockpiling area. Stockpiled topsoil will be covered with plastic sheets for short term storage and seeded and stabilized with a firm stand of grass for long term storage ■ Waste debris will be contained in covered dumpsters according to state and local regulations. ■ Construction chemicals such as roofing tar,paint, and other petroleum-based products will be properly sealed and stored indoors/under cover with great attention to preventing spills and preventing any product from entering the storm water system. ■ It is preferred that there be no re-fueling on site,however if fuel tanks are required on site,they will be placed within secondary containment dikes, as required by regulations,and spill kits will be kept on site. ■ If the contractor must store/re-fuel on site, then any spills from overfilling equipment with fuel will be cleaned up as soon as practicable. Any and all fuel leaks& spills will be cleaned up immediately. In the case of a major spill contact Fire Department @ 631765-3385. ■ Contractor personnel will inspect construction equipment as necessary for leaks based upon best professional judgment.All leaks and leaking hoses must be fixed prior to operating equipment. If equipment breaks down and discharges petroleum products or other pollutants onto the ground,the area will be cleaned of contaminants,as practicable or mandated by regulations. 17 ■ Concrete truck washout areas shall be placed away from stormwater inlets, and surface waters to ensure that a release to a regulated natural resource does not occur. Such washouts can be contained with silt fence,hay bales,or other means at the direction of the Town. e. Outside pollution sources may include leaks from subcontracting vehicles. If any other potential pollution sources become evident onsite, the attached Development Plan will be marked accordingly. Hazardous/Non Hazardous Waste If the contractor generates hazardous waste (HW), to include universal waste (UW), in addition to complying with ALL federal, state, and local environmental laws and regulations, the contractor must notify the Town of Southold 631 765 1800. Contractors will NOT use their own EPA ID number for manifesting to dispose of HW,Non HW or UW that is generated at Santorini. Contractors are not authorized to sign manifest documents on behalf of the generator. The Town's representatives only are authorized to sign waste profiles, analysis, Land Bans, manifests and Bill of Ladings prior to shipping off Santorini property. Applicable State or Local Programs The measures as stated in this SWPPP will be consistent with the current New York Standards for Erosion and Sediment Control to prevent the unreasonable degradation of properties, stream channels,waters and other natural resources," The SWPPP will be updated as necessary to reflect any revisions Maintenance of Stormwater Controls a. Erosion and sediment control measures,temporary and permanent vegetative stabilization,and other protective measures shall be maintained on an as needed basis and in accordance with the notes and specifications as shown in the Erosion and Sediment Control Plan and as required by the New York Standards and specifications for Erosion and Sediment Control regulations.These measures, along with the regular inspections outlined,will be performed in order to keep vegetation,erosion and sediment control measures,and other protective measures in good and effective operating conditions. If the site inspections identify BMPs that are not operating effectively,maintenance shall be performed before the next anticipated storm event, or as soon as practicable to maintain the continued effectiveness of storm water controls. If the site inspections or other information indicates that a control has been used inappropriately or incorrectly,the permittee must replace or modify the control for site situations as soon as practicable. i b. If existing BMPs need to be modified or if additional BMPs are necessary for any reason,implementation shall be completed before the next anticipated storm event. If implementation before the next anticipated storm event is impracticable, the situation shall be documented in the SWPPP and alternative BMPs shall be implemented as soon as practicable. 18 c. Sediment will be removed from all other Erosion and Sediment controls(including silt fence and inlet protections)when design capacity has been reduced by 50%. Maintenance of all permanent stormwater management controls and drainage structures will be performed by the site owner upon the completion of construction activities.Recommendations for permanent stormwater structures and practices include: 1. Regular monitoring of the drainage inlets,particularly following large storm events. 2. Drainage grates should be kept free from obstruction of leaves,trash&other debris. 3. Maintenance of leaching pools&catch basins should be performed as necessary to remove sediment and debris after one foot has been deposited,or at a minimum,whenever their capacity has been diminished by 25%. 4. All seeded areas should be maintained,reseeded,and mulched as necessary to maintain a dense vegetative cover. Inspections Inspections by qualified personnel will be conducted of all areas on the site disturbed by construction activity and areas used for storage of materials that are exposed to storm water. "Qualified personnel' will be a person knowledgeable in the principles and practice of erosion and sediment controls, such as a licensed professional engineer, landscape architect, or other knowledgeable person who possesses the skills to assess conditions at the construction site that could impact storm water quality, and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of storm water discharges from the construction activity. a Inspections will be conducted at least once every 7-calendar days and immediately following any runoff producing storm event. Where areas have been finally or temporarily stabilized or runoff is unlikely due to winter conditions, such inspections shall be conducted at least once every month. b. Inspectors will look for evidence of, or the potential for,pollutants entering the storm water conveyance system. Erosion and sediment control measures identified in this SWPPP shall be observed to ensure proper operation. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters. Where discharge locations are inaccessible,nearby downstream locations will be inspected to the extent that such inspections are practicable. Locations where vehicles enter or exit the site shall be inspected for evidence of offsite sediment tracking. c. Construction activities limiting access of inspection personnel is not expected to occur on this site. 19 d. Based on the results of the inspection, the site and activity described and pollution prevention measures identified shall be revised as appropriate within 7 calendar days following the inspection. e. A report summarizing the scope of the inspection, the names and qualifications of personnel making the inspection,the dates of the inspection,major observations relating tothe implementation of the SWPPP,and actions taken in accordance with this plan shall be made and retained as part of the SWPPP in accordance with the permit.Major observations will include: 1. the location(s)of discharges of sediment or other pollutants from the site 2. location(s)of BMPs that need to be maintained 3. location(s)of BMPs that failed to operate as designed or proved inadequate for a particular location 4. location(s)where additional BMPs are needed that did not exist at the time of inspection 5. Corrective action required, including any changes to the SWPPP that are necessary and implementation dates. The reports will also identity any incidents of noncompliance. Where a report does not identify any incidents of noncompliance, the report will contain a certification that the facility is in compliance with the SWPPP and permit form. If the site inspections identify BMPs that are not operating effectively, maintenance shall be performed before the next anticipated storm event, or as soon as practicable to maintain the continued effectiveness of storm water controls. If the site inspections or other information indicates that a control has been used inappropriately or incorrectly,the permittee must replace or modify the control for site situations as soon as practicable. Non-stormwater Discharge Management The following non-storm water discharges are allowable and can be combined with storm water discharges from the construction activity at this site. However, in the case where these non-storm water discharges are combined with storm water discharges, appropriate pollution prevention measures must be implemented. a. Fire hydrant flushing b. Waters used to wash vehicles where detergents are not used. Vehicles will be washed at the construction entrance installed in accordance with The New York State Standards and Spectcations for erosion and Sediment Control, 2005. c. Water used to control dust. Methods and materials outlined in The New York State Standards and Specifications for erosion and Sediment Control, 2005, will be used to reduce dust. 20 d. Potable water sources including waterline flushing c. Water used for hydrostatic testing of new pipeline construction. f. Routine external building wash down which does not use detergents. g. Pavement wash waters where spills or leaks of toxic or hazardous materials have not occurred(unless all spilled material has been removed)and where detergents are not used. Pavement will be cleaned by hand shoveling and sweeping and inlet protection will be installed prior to washing. h. Uncontaminated air conditioning or compressor condensate.Uncontaminated ground water or spring water. i. Foundation or footing drains where flows are not contaminated with process materials such as solvents. j. Uncontaminated excavation dewatering. x. Landscape irrigation. 21 D.Construction Sequence Schedule The following is the Sequence of Construction. Any changes to this sequence of construction, along with timing of soil disturbing activities, will be noted in the Journal of Major Activities by the Contractor and/or SWPPP Inspector. Construction activity will occur between October 31,2008 and October 31,2009. Activities Quantity Type Start(Date) Maintenance -End(Date) Action Obtain all required Permits. 1 EA Pre- Start OcL Install perimeter silt fencing 1,510 LF. Construction 31,2008 Install tree protection. Install 1 EA Actions construction entrance 1 EA Install Temporary Diversion at 200 LF Runoff& Start Oct. building. Drainage 31,2008 Control Initial Clearing&Erosion Control at Grading/Erosion Start Oct. stock pile. Control 31,2008 Temporary inlet protection. 3EA. Sediment Start Oct. Control 31,2008 1)Sediment removal when design 1)As needed Maintenance Start Oct. capacity is at 50%. 2)Inspection 2)Weekly &Inspection 31,2008 shall occur every 7 calendar days and immediately following a rainfall of 0.5 inches or greater. Final stabilization Finalize 14 days Grading& following end of Landscaping construction 22 Construction Sequence: The following is the Sequence of Construction for Site/Development in conjunction with pollution protection activities. Any changes to this sequence of construction, along with timing of soil disturbing activities will be noted in the Journal of Major Activities by the Contractor and/or SWPPP Inspector. Construction activity will occur between October 31, 2008 and October 31,2009. a. Contractor shall notify the Town of Southold fourteen(14)days prior to commencing any land disturbing activity. b. Contractor shall call for utility location and marking prior to land disturbing activities. c. Install perimeter sediment controls. e. Commence clearing and grubbing or earthwork following permission to install erosion and sediment control. f. With the approval of the sediment control inspector, commence general construction. Contractor shall follow special scheduling requirements. g. Construct storm sewer and utilities, as well as permanent BMP's as indicated. Upon completion of new utilities installations, remove portions of sewer(as shown on plans), h. Construct Training Center. Stabilize all areas of disturbance upon completion of construction in each area. i. Construct roadway, generator & propane tank, and dumpster pad. k. With the approval of Town inspector remove all temporary sediment controls and stabilize any remaining disturbed areas. 1. The total area expected to be disturbed is approximately 2.00 acres. 23 Construction Sequence(Continued): Refer to the approved Site/Development Plan (attached)for the following information, unless otherwise noted: 1. Approximate elevations anticipated after major grading activities. 2. Areas of soil disturbance and areas of the site which will not be disturbed. 3. The location of major structural and non-structural erosion controls, including those that will be permanent controls that will remain after construction activities have been completed. 4. The location of areas where stabilization practices are to occur. 5. Any surface water bodies. 6. Any locations where storm water is discharged to BMPs. 7. Any locations of off-site material,waste,borrow or equipment storage areas. 8. Areas of final stabilization will be noted in the on-site plans as construction progresses and certain areas are stabilized. 24 NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity Permit Number GP-02-01 Monthly Summary of Site Inspection Activities Name of Permitted Facility:SANTORINI BEACH RESORT,CUTCHOGUE,NY Permit Identification#: Location: 3800 DUCK POND ROAD,TOWN OF SOUTHOLD,SUFFOLK COUNTY Today's Date: Reporting Month: Name and Telephone Number of Site Inspector: Name and Telephone Number of Site Inspector: Permit Reference,PartULD.3.1i (pare IS): "The operator shall post at the site, in a publicly-accessible location, a summary of the site inspection activities on a monthly basis. " Date of Type of Inspection Name of Qualified Professional Major items of concern related to compliance of the Date Inspection and 24 hr Rainfall conducting Site Inspections SWTPP with all conditions of the general permit Corrected Owner/Operator Certification: 7 certify under penalty oflaw,that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted Based on my inquiry ofthe person or persons who manage the system, or those persons directly responsible for gathering the information,the deformation submitted is, to the best of my knowledge and belief true, accurate, and complete.I am aware that false statements made herein are punishable as a class A misdemeanor pursuant to Section 210.45 ofthe Penal Law." Signature of Permittee or Duly Authorized Representative Name of Permittee or Duly Authorized Representative Date 25 Duly authorized representatives of the Permittee(Owner/Operator)must have written authorization, submitted to DEC,to sign any permit documents. 26 NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity Permit Number GP-02-01 Quarterly Summary of SWPPP Status with Permit Compliance Name of Permitted Facility: SANTORINI BEACH RESORT, Permit Identification#: Today's Date: CUTCHOGUE,NY Location(Town and County):3800 DUCK POND ROAD,TOWN OF Reporting Period: Acres Disturbed: Acres Stabilized: SOUTHOLD,SUFFOLK COUNTY Permit Reference:Part TUJD(vase 18): "The operator shall also prepare a-written summary of its status with respect to compliance with this general permit at a minimum frequency of every three months during which coverage under this permit exists. The summary should address the status of achieving each component of the SWPPP. This summary shall be handled in the same manner as prescribed for SWPPPs under Part 111, subsection B (see Page 9)." Component of SWPPP Compliant Comments on achieving each component of the SWPPP (All SWM and E&SC Practices) (Yes/No) (Issues related to installation,maintenance,or use of practices) Permanent EC Measures EXAMPLE Owner/Operator Certircation: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief true, accurate, and complete. I am aware that false statements made herein are punishable as a class A misdemeanor pursuant to Section 210.45 of the Penal Law." 27 Signature of Permittee or Duly Authorized Representative Name of Permittee or Duly Authorized Representative Pv� Duly authorized representatives of the Permittee must have written authorization, submitted to DEC, to sign any permit documents 28 -impORTAN THIS O , O . MACHINE PRINT ONLY RETURN THIS FORM TO THE ADDRESSABOVE omTER/oPERATOR MUST SIGN FORM ©o®©©i©©o©©©©© ©o©©ode©�®�����©©oe■ C e -c•..&.f^y a� w �e.Ec3� � ���"'�-.fie Y '3k-,�, '�'' �P���� ����r-��i vY ' 'fit` ""`���5 ©©oe©©■©©®©©■oo©■©©©v©©v■©vv©©v■■■■■■■■ Yu."� C�g ©©© El— �08 • Gt-5.,.F ,� ©o© r ■■■ �■■ � q_ ■■ �_ ■��■■■■■■■■■■ ��■�■ ■■■■■■■■■��■■■■■■■ � - ^ '4-F';� ^.�' ��• Iv-T' pr�..�ib—`���-�x��'�_ � �i1 ""��'yt � � �i� _ zss'--_I „-+ .+tc� � Y eFs"_`F �r3 'cm� 1' r� �' -¢c t:.+`�n••l"y`v 3 ' IRM q ©000■©©v©■©v©v■©a©©■■■■■■■■■ ■son■■■■■■■. 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ME MEMO mr s '"AH � `ayT�t�'- mr UP ow— �-"u. • wa-S Tk�rZ'�?-�'* � '"��,f � _ � �'s.c 'm- v.-�-2'k �e 'i. 4w� v7^ �2?- V' -i91�✓.-ham' IT MM :- €Ef OEM IN rrrr 'r-c. 4i i7S✓�g,3��r' 7 i���" i}��,� L .{ r `�`rrVJ -`tiG''� 5°C +' `cl h xF .: a r ,� FMm '} ��' _ •�i.F� �'��z�'_,?'.r-� ds � e � i'Ey-� h 3 t-v t�..t,t...4-�`r� -��1 �s.'�� 4� T-- L FtL,= son'`s[�. n..,:a� _...�.✓..:� '- [ �.,�a. .. ,..-+�. -F��s.s:-� �'�a:3� - 3L'--",-,.�_�.r�:�'�,:..<-�n._m�.�.—.cs".�-m.�m.:::: "'d?.n:,..s:N.'.. important:Completion of Questions 24-30 is not required if the Project: Disturbs less than 5 acres and is planned for single-family residential homes(including subdivisions) or constructiZ—non agricultural property and does not have a discharge to a • ) water or is not located within a TMDL watersheT. Additionally, sites where there will be no future impervious area within the distuarea and that •-• •• post development)in hydrology do not nee complete questions 24-30. �� x- `mac'G �aee�c� ` �'�,,ss- ���� '��"�•� '#.�3�"'r:��""a -�r�.�ue�x��,�,t ? E-n'-'-• 3- ..t 'e .,: a,�. ,.a. "syr-, -""""'- 'u��. `-'S^ e�`a -c � 'OHSP Thi »4'gLY -� R gn. in MT .�` ,"•r "" ..ate-�fS'u _y r,�`' '�9 '� R"` Tr��� s.�-,1 '�.'�fi, �''�*�.�-.- F��'�� �y a •1�'z �£{'�e ay�� �" "� YES �"�'-��� �-�'y" � �'=i`*�rr��� � ��'�wx3 ..sem -�-� � yTivTL , '9�i'Y Sri'hai2 - f�rWO 'L. -r,1,—�• Via. �',,-,,-�• '�-Tf tv-` 75"x' y ,r - � ' 92�.r ruy fin• w MOR nmg— .i._� ��.� _M '?+iyy_+.Z'h��� � �c�v.E�tc ' •r ,. �='' n.. '-..� . ia �$�.,_. •`'c.4. ti"4�>5`1. c.�"t iYi Z'.� Zi �LA `�.�-.� � ���y�pt�-`�j'�a�Try ky.�F "�ii�.x 12���',--t"v:o-x���.rt-K�Y�c�i�$"Tr 4'h. ���.��-�,•¢�4 S _, � Sl i-M-9 2 Catch Basin Sumps r; mmonsoon - �� ON rte` --°--"e a =7u;� 1.. '•-=,�iP �.. � cam. y.�� � a-.-`��a-�,..�,�'-s�_-.y-� �'4' son ME IM iffil HMF' y 'y �r2x^--"" 5— 14 Eif '_.'Cd_c�•`�..+, -�'{`r�S4� x'3�.i=� �.."fi.. a axe ' tis y j-.3'� ,. ,��'>• E,�?''.'.e-a s.,���"-fir _r a ��s s - � ��,,,.�5.,"-�' ..r -�`�"�' �� �E � ARIMM 6 � MIN T_ ERMA •7°' - -+kie-�`'.? �. E'7 „ , t gg 611 li Will, ROME WO s a T le-1. �... - � �`T.�'S 3'"..�=-��'T��1.�"-y��.p[✓ "L-s�r'�� ie'cg'z,_J, s i`d,„��^',�,.�„�..'cr'�-. � '�T� � ' I• • ®©Ir a_V e. -v4 — -cam'--��,s�{� 4 *` �. 6 'd e"�7�z" '-�'h � ��'3 t � 7"'t`.ra'_}�` r-a_-�-i use "i' ",+l-F3 ✓'i_'� Ag OR Ev s ��_aE '����' -��-�+�`` _'z-�-F�-•�.-'� ���-.�� �� `T a -�'� -�s'�'�- -�r='�a'�-tlr"�.,.�,�y to■■■■■■ y _ New York State Department of Environmental Conservation Division of Water Now Albany, Broadway,4th Floor Albany,New York 12233-3505 NOTICE OF TERMINATION for Storm Water Discharges Authorized underthe SPDES General Permit for Construction Activity Please indicate your permit identification number: NYR I. Owner or Operator Information 1.Owner/Operator Name: 2.Street Address: 3.City/State/Zip: 4.Contact Person: 4a.Telephone: H. Project Site Information 5.Project/Site Name: 6.Street Address: 7.City/Zip: 8.County: III. Reason for Termination 9a.❑All disturbed areas have achieved final stabilization in accordance with the general permit and SWPPP. Date final stabilization completed(month/year): 9b.❑Permit coverage has been transferred to new owner/operator. Indicate new owner/operator's permit identification number:NYR (Note:Permit coverage can not be terminated by owner identified in I.1.above until new owner/operator obtains coverage under GP-0-08-001) 9c.O Other(Explain on Page 2) W. Final Site Information: 10a. Did this construction activity require the development of a SWPPP that includes post-construction stormwater management practices? ❑yes ❑no (If no,go to question 10E) I Ob.Have all post-construction stormwater management practices included in the final SWPPP been constructed? ❑yes O no (If no,explain on Page 2) 10c.Identify the entity responsible for long-term operation and maintenance of practice(s)? Page 1 of 3 NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity-continued 10d.Has the entity responsible for long-term operation and maintenance been given a copy of the operation and maintenance plan required by the general permit? ❑yes ❑no 10e.Indicate the method used to ensure long-term operation and maintenance of the post-construction stormwater management practice(s): ❑Post-construction stormwater management practice(s)and any right-of-way(s)needed to maintain practice(s)have been deeded to the municipality. ❑Executed maintenance agreement is in place with the municipality that will maintain the post-construction stormwater management practice(s). ❑For post-construction stormwater management practices that are privately owned,a deed restriction is in place that requires operation and maintenance of the practice(s)in accordance with the operation and maintenance plan. ❑For post-construction stormwater management practices that are owned by a public or private institution (e.g.school,college,university),or government agency or authority,policy and procedures are in place that ensures operation and maintenance of the practice(s)in accordance with the operation and maintenance plan. 10£Provide the total area of impervious surface(i.e.roof,pavement,concrete,gravel,etc.)constructed within the disturbance area? (acres) V. Additional Information/Explanation: (Use this section to answer questions 9c.and 10b.,if applicable) Page 2 of 3 NOTICE OF TERMINATION for Storm Water Discharges Authorized under the SPDES General Permit for Construction Activity-continued VI. Qualified Inspector Certification-Final Stabilization: I hereby certify that all disturbed areas have achieved final stabilization as defined in GP-0-08-001,and that all temporary,structural erosion and sediment control measures have been removed.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: VII. Qualified Inspector Certification-Post-construction Stormwater Management Practice(s): I hereby certify that all post-construction stormwater management practices have been constructed in conformance with the SWPPP.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. Printed Name: Title/Position: Signature: Date: VIII. Owner or Operator Certification I hereby certify that this document was prepared by me or under my direction or supervision.My determination, based upon my inquiry of the person(s)who managed the construction activity,or those persons directly responsible for gathering the information,is that the information provided in this document is true,accurate and complete.Furthermore,I understand that certifying false,incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil and/or administrative proceedings. Printed Name: Title/Position: Si ature: I Date: (NYS DEC Notice of Termination-4/10/08) Page 3 of 3 _ NEW YORK STATE ,44W DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF WATER Construction Stomlwater Inspection Report(for SPDES General Pertnit GP-02-01) Proiect Name and Location: Date: Page l of Permit M(if any): NYR Municipality County: Entry Timc:(ex.1:10—1 m Exit Time: On-site Representative(s): Weather Conditions: Phone Number. Name and Address of SPDES Permitteefritle/Phone/Fax Numbers: Contacted Yes ❑No❑ INSPECTION CHECKLIST SPDES Authority Yes No N/A Citation 1. ❑ ❑ ❑ Is a copy of the NOI posted at the construction site for public viewing? GP-0L01:I.D.S. 2. ❑ ❑ ❑ Ism up-to-date copy of the signed SWPPP retained at the construction site? GP-02-01:m.a.l.a.N.0 3. ❑ ❑ ❑ Is a copy of the SPDES General Permit retained at the construction site? 6N (7M750-2.1(.) SWPPP Content Yea No N/A Citation 4. ❑ ❑ ❑ Does the SWPPP describe and identify the erosion&sediment control measures to be employed? ceLzOi:ID.D.za(7)a(5) 5. ❑ ❑ ❑ Does the SWPPP provide a maintenance schedule for the erosion&sediment control measures? GP-oLOI:mD.2.c(Iz) 6. ❑ ❑ ❑ Does the SWPPP describe and identify the post-constmction SW control measures to be employed? GMW:m.D.2b.(2)k(3) 7. ❑ ❑ ❑ Does the SWPPP identify the contractor(s)and subcontractor(s)responsible for each measure? GP4)L01:mal. 8. ❑ ❑ ❑ Does the SWPPP include all the necessary contractor certification statements? GP- MI m.E.z. 9. ❑ ❑ ❑ Is the SWPPP signed/certified by the permittee? GMMI:va.z. Recordkeening Yea No N/A Citation 10.❑ ❑ ❑ Are inspections being performed as required by the permit(every 7 days and after V"rain event)? GPA2-01:ULD3.b. l L❑ ❑ ❑ Are the site inspections being performed by a qualified professi®al? GP401:m.D3.a 12.❑ ❑ ❑ Are all required reports signed/certified by the perm tree? GP-02-01:V.H.z 13.❑ ❑ ❑ Does the SWEEP include copies of the monthly/quarterly written summaries of compliance status? GP-02-01:WD. Visual Observations Yes No N/A Citation 14.❑ ❑ ❑ All erosion and sediment control measures have been installed/constructed? GP-0241:m.A2. 15.❑ ❑ ❑ All erosion and sediment control measures are being maintained properly? GP-02-01:vi. l6.❑ ❑ ❑ Are there currently more than 5 acres of disturbed soil at the site without prim approval? GP-0Lo1:m.D.2..(4) 17.❑ ❑ ❑ Have stabilization measures been initiated in inactive areas? GPm 01:m.DA. 18.❑ ❑ ❑ Are permanent stormwater control measures being implemented? GP-ozot:m.a2. 19.❑ ❑ ❑ Was there a discharge into the receiving water on the day of inspection? 20.❑ ❑ ❑ Is there evidence of turbidity,sedimentation,or oil in the receiving waters?(Ifyes,complete Page 2) ECL 12-0501, 6m(XR703.2 Overall Inspection Rating: []Satisfactory []Marginal ❑Unsatisfactory Name/Agency of SignaNre of Lead Inspector: Lead Inspector. Names/Agencies of Other Inspectors: Rev.05-18-04 RESET FORM BOTH PAGES Page 2 of 2 Water OuaHty Observations Describe the discharge(s)[source(s),impact on receiving water(s),etc.] Describe the quality of the receiving water(s)both upstream and downstream of the discharge Describe any other water quality standards or permit violations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Additional Comments: ❑ Photographs attached RESET FORM,BOTH PAGES ------------ N RR -4wI I I - / - A5 �51LX��� .; IST \ \ \\ rr va, BIW oEXISTING WE" i U. I \ ~ \� i . \\�AN oL' \\� \\�\�\\\_ . -1�.ro,;�HELL.. 1 5F/wxwLL %" a \ ,YIRL r i\� \\\ \'\, `_g\\ \ _ W3T.,x0,PX ! \ \ VIEWS 11 M CORP.couvt[TEo'ON ti,s uv v sMIrt� I 1 w3 Rtw xcxA. 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CI ASF 01711 R wax GRAVEL SECTION A—AI.A.ORnxR EXPANSION JOINT s n sPAauG NEW ROADWAY TO LEARNING CENTER 1 CATCH BASIN DETAILS TYPE A 2 PARKING STALL DETAILS 3 CONCRETE CURB AND ASPHALT PAVING DETAILS 4 CONCRETE WALK DETAIL RAST P.vT PROPOSED 1Ef WEARM"-1. W PREPARE: TYPE I ElAMDIR 1.w1ERC YalaV1[WRWL W FMnLMNa CCMMIL AAREA 0,RLPNR B.A.RYX m aOLO w1CML MF ro,RTI IS-RARE N S NF AWL EIaiUE M ExNwrCX R m R EINEF Al wmI CLEAR sw0 AMID.m aL Ix. I. TUT PA w I�C[SwT R�aL ALL`RYOiYL.RC10YMI�MI[� 10,uteL D[ zuR Al PIJI.ID:MEII a1.PPR R M `aMFCL�RCIO RRNL w a wa.wwr N:s Aro 1 Rw r AAS®L N1Er RNID A E ADN.RRL w aR; 11`dTRIN I.R.N Al Al `S AN ERNE P!E R.R N 4VIa, d M Ma. a11CKm R,0 ro R P°SEo PEN \_ RFNa x 1ML Nra Wm R.E. 'Al a•.vuF, Au W.wA M COILL IOP TEAR Aa 9S F rm RW fallAai CFaLL,L FY zmR eNE c°uRSL CUSS xc sr0a L PREN aAREAS URL NS..ANDAN wIFFERIDE /�/OmOLNwiminlo wR1L N CI.T unr PRIW IC0°RnII°O CWNR Al Ai F6roY FIOI C.ro S DIE BE LOwA 1.11 ECDE BE MELXINIGLLV SN. r A Now ROl ,�, 7 GENERATOR CONCRETE PAD DETAIL TO 95%INS.DEXmr. \ AM rwn""wlF. R°T r°zwu 8 PAVEMENT PATCHING DETAILS BARMAND, Nu.L B Lt SICK Nn ro El B DRAINAGE STRUCTURE SCNEDUIE 8 AlI Y w[w OEIM A I 4 wuE 9 I GENERAL NOTES z EIEVATION OF RAND OUDER4A1O r 1 .18.0 LEGILL b ENV.REVIE MG �Wl � 1. M mnLN'10v Al.1M oYv rE Al MAIN M HEAT OF REV mm DESMIPTIgJ BY NMTFNTax RL Au MNR Reim ro i1a caxmcr. sD sNrt Wa 1 JAMES.LASALA& L YR IIAIF AR MCRA Fd DRG sU1NL,R JFN DElla avnrFE 1 mvRm ASSOCIATES.LLP 1 MREwST A. RAlplCb F w0a1Y1FR Aa WrfP11L MIbIFO 8Wl IMNY m dLY It dY RM BECTON Al M RR d0LL R/LICS OaRYa M M w1LT1 CFCFUCTN FIW{. SWTL 1a 0 W � lYa1l n IITY I Faa RFN IS OSTIFCICx STM!-d.M CMRMId LWL P1M®I Al RlaxFft N1JRI.iN° .SItYIY[bIFS SIWL R 7•MIG: RRIILCIFX m M MINF R eRWM AMID WYMRMO FIIIYII 110LNRt IYWUa a,}R.f1a RB I OERL-a1N CFIOR[L[RYIRID aRl e.e 10 W w.wY. o� _ LF4 MAa.VMa FVawOa.VD 9GW`RI`ROI IR99MR. I oto o NL CWRL MWF 9WL R �FpR A. M CdFMIGI 9WL NIYR R[FYRWII ib RaR[RIY dMa �� AF°R9 AYTN a wn WEAR W L.LOTANYR rEi[Q RWIYNI IN!MF'O6r ONI[C OEINO sa MATIIRS AR CTS,Pl R�11ai Y016 YL RFVM4r OIIIrD R[W IRMa d.Yn M 11m.SWIG R EOwfA M FID MIM Xd. ENM Y014 CONSTRUCTION NOTES: A3t ARBA STREET IL'�RAAM9 G9RLR 0. pnWiC CdfAETE SIWL LVfOLy m A!i IO aLWYA MRLGrID F M FMMINGDALF.NENYORKtt]35 5 SIDEWALK RAMP DETAILS 6 STORMWATER LEACHING POOL DETAIL wdrcwA, ExnRI MANN TO RTAw1N11 R.A91�LT w\RAL 1. Rw ARXALF 1xAML R M,RG u1n RF YSRS aRAaa AW aRREG m rEL:IsteNaGe3B3 FAC(SIBKDUta XR Xn m SGIE ). w1GLO lL#1S 9Y1L RLWIIFR RNU,IILRIS id ML ATMLi WRMLL NNNN EMIRiE n4Ni IEOM m wMYR 1.N F M MEIFa 11011 WOIFnIGI d MYII M RGOWIIdG YID tlYW11011 LYLL R RLLSFRa m ORLTSM' a LGGIL Ld RME 112 R MWMLO. Q pGpp$�ppRryy�`� {'� �J M.FJIM ro°Ea9N R AWMYi WIDNLi E. Yl wRM05 SIYIL R AFaRY m Y[R PLRORO NYMIr[IEYAMM. 3' pry[p; FERTY 1 "RED EAr a M NRRy1R YUS!COMnR m AML NRRyIE O. RGyARM• OF EMCHI CT L FSNE R MOT TIFR RF AUE AVE Rp RANO M M MMRR. 1. Lw M CORLRTL GER NF LR11YR w1O[RFYOIK w13 F NGEUMENT WILL BE a M NONCAN FNA RLOMLT YL RF [I®Ila TR M6 CONIFCT MII 1Ci ROd M N mA19p1 KNT. EC.TTETI R°SFF[FAYNE Pn1 E,FW]M N M WNF4T. M NIIYCId FWl a M PELT'IR 6 YNI[O m M RRYMEE R 01FMA0 wXR MMX M R LmD1®L rR M BRAID R RFIARDILR A M vnF T N M !RESPECT. wnFM AMID CAR FYALMARAN ®m RGmcr DER MG SANTORINI BEACH DR.AN, 1 NLE 11 dFFI�d d ARIANII ro M FR a m M M RRVWINN N RESORT IIfl.MED m M NNFM.T. I FAL 1°. EVwVtlM15 FWL R COaUCIa M CMWCL MIF IE11 mR RAm 0. O TRL ABDUL R REMOVED M RRO 11FTR1 RLF®0N R M 1011M Wg DRDP PALE RMIL(M.) uxE Po R°SEFLL�(EWE x0.)a AR Ranee aR RNr(FEE a.)a. 111E m. cuxwooue.rvew voalc I lszs i RAKES MR) 11. CdIL11.'A L R Al FORA NnCRL.d ALL UMY NOMI Al odFACld IDYLL aORNAa M ESwvATFa i11C NAFR YF aDWJ ` WE ruxE y C5 ro na LMLW:T. Au MIIR WR R MRINIa YID WRAMXa A,CdaFll TRAT AAa wRRCN m FOIR MT AT M LR R EAd wr M RNVATa MYO ARA $ C LmL roar A BORE°l„P.) X aPwa ROD(ttP.) AARs, uSAAA a,mLvm ra.Iv AAv1s w FFaxaRm cwcmlNO ME Rmwu+Aa Fvu R TR SROEG AR RdeG. T AIL(n P.) nNRILTO�R M.IOwnNF.M.nuN. ]. M caxnLARR axe IILROR AML 0FIu1Fa uus aR TweOl S T D T Fa L S /e-R MO ffiRRM M FAR d M. yq M NIIIIRCFL'S ArIExTA A NRCRG m M vwCR Aa RRMC uw R ME 172E G 1 RHLz IMJ E IIXE 1}' N RW,0R M RwR m M aII AMID.N YO EMEL M CMRCmII F IRR! MTw01 Mi R VEIIIOE N RC69 O!M wa 9ET R M VdAYE YO ILAIIIC I,M a ML aYFARN IDYLL NEVI RMIAFM PRwI11ROY M _ WELL R MYADD d ANYMFM ANAM ..DESIRE A Mi RFRE AlM CON,BE A. DRAWN BY IN .W0 PL cOaR[rt III III A A_D Ih- 1> A W�MeALLTpa R BRAPta INAMNA SR 9MONFORMAND`AME iuL MLrRRFRA°M�yA SCALE q�l CHECKED BY A TNcz IILI _ IIIA III ry A IIIA M NRLAnoL AlFWL RFMx m11RWE a rt.dw dX aMLN 1aR agOI1IDFJ III IIIA III A IIIA ALL ONVAIpII Al Oa'RNa M M[WNryS AAIMYLL III ul III lel Da EdFC1N FWL MAN YL Tdx ROMS RNRD R M9 wOR. a M N111OCIW AYLL RWAra YF ROIF[SUCYAL RLRO CFfFIIF¢ P�JECT Oxy sXEEi BOF 8 111 ALJ M NIDMCTGI WAIL BROMM DOME I AMID MMIR MAra CFIIM Y DRAWIMGNO. J J LJ L_J IRNED, i NONE;Au asn AND STRUCTURAL x1Ruz swLL IACE�xwuD AND NOT RE EEram TO xEwXaMa ParaRna. 9 GENERATOR FENCE DETAIL C-07 S a,rG s< / - E910SION CONTROL GEASLFIES Aro x.wx N,H yoB - ire DURIN [uOYME OF CMiRUCrIOH MNCICIOn'TN EACH G YG RAUSTR [CES CRWAL - '�E .W PXE, b M 6lOdm `Y. — •. [rM SpYtE p/ RR ARAB.OR...AD[ HART <ioJ Q OHLpArLD H U.CTIC THE CASWIPOL MY.S CEO MILL.1 M OLD,-5�/.SLL iaA nKN AS E[qE RO By [XOMELR�IK f TH"P [OxDES m"4 OIL ANE-EHA,B mY,N THREGARLY,TRY RAMAN THE FRUIT STAMPS IN SAKI A I A &x"EY6TN B VX aW;T NR TO REMAIN SHALL BE PROTECTED AND T AN I ATAxee SxA-R Then'Huh' / %`A`U q.ODf S wT Ax/.wLc °l B. CILR'.NO.x N IS Nil x sN rUTER LARIGH, / J / /�.\�- d� ARE R�OrIFMn ]N,�MI �g5[O �IEASY CILrxE IFRxD+N3 I 9 E b Aa Mei mLBLAM txx'®CINR2a STCWP�R T ORA At .wmcrt YAu fG \\" i/ � Rn ua oiu"i�GM°BLAS�YaonxEs SLOPES sx.0¢ k z R _ MIn1v�m oENT SHALL RE TRAPPED E SHE Iwi c mwn...MA 11. JI BTR zLwE sTfiwTRx uG Yuxrtxuo[m I ro i°MGUIDELINES / /i/ \ `_`i R} ✓� TO,rV.I[URS SW.LI[dYMY VE, ON R LNF'N 9 1.e E AT EOU.)NRIICARR151 lAD2EPBAi[[5�AN AGNON A. rA xE i uO EY�wis N Y .. "N,Aaae. mwe .ISR' Qe 'pFr ilDrxE SE.riYi[TRRODUSSrtT[o TO x dno[%ic[m ororoi[ei Eso I ADwxY ue mu // r 1 4P� 1 P- ,D� ] GN OI5,A D L�GPEO AR4[ D BE KEPT TUI £ . 2' rid�/ // .H S 55rr��pp q ' / /1'I'I♦ _ \ \I IIA�11 'PA, ]LD MRWON THE USE Or RYPW.B�i IIEWSRIMEO. 5[[D YNRfS sXyyqs ,,,`x, aA A / I' 6 8 Tax SRRMNCTM cwYEiiD�ryxSAM""""""i.ml s0L e rETS ui0 ws PA T o BEDDING DETAIL ti °E"I'"rL°iETE<",Fn INA FHT "��Yl.'.IHOT.IMF MILE 51-T Fe.LE DETAIL OF OIY..SflSUBI[RANKS CD RARTTIPOU ° ` \ 1 1`._ BE P+RrORNE 4MSMO OMDGT[4 BOP AMO 2 AL 'BFAL, 1 `VAI a OR[ STORMSY.xTENA AN IORIN6 DETAIL g \ \ 1\ \ \` \1\ \ NACUU.ES AAPA I UNT OR1R CLA fEp�Y�YuAIYR[A 'u.N�.N�Rm.»«.w� N6 ar aCLEANN 2 STRAW BALE DIKE dt SILT FENCE DETAIL AND YGXA 6xilAYr R]YYO N CONTROL WAi OURxa OOCAST.LL Err 1\ 1 •1 \ \ ` \\ ] STM!IRbO CONSTRUCTON ENTRANLE SN.LL C^ i.MSO 10 RA IMjAAP 'Ex \ \\ \ T WRS rp [NO LLKEOM `\Q `^/'j \ 4 1 K ` \ \ __s_ IDCAL RWO <OiR[RYCMx EurtixCE SX Y.WTA NEO TO BE INSERTED INTO r0.T[R OYO PAR GRAMME,HILL, \ \\ • SNY[XIF SAIEMRRN0T11[RVEROSryrYi]Cpl-TRM Y[ASURE SHALL AAT PER MANUFACTURERS HCNURINS I— AD - -//� ` \\ `r \\ \ N%..C1 UMp[RY4KXp Slit LTOi PiAV[.PRIENADECE 91LLLv s'`�\ \ BF crE E ND DRAINAGE srzrzxz clE.x[D AND nuzxeD AS TTOL RD TpSEL rc CAiiu NArtYI BUT`TO PRERENT SEDIMENT Ru f LL PGnnRILv �M 1 1\ t \T3 \r P IE o uT DRaxD SURAL[ NSR. _ Acn;[wrrt -\U/ 10rt TG �tl \ �\~'2 XA2°DRADENTO AUU.l TOPSOIL.` : ^ ` •; \ \ EED.PROTECTIVE.WLrA SmnENT FIVEFE. o R G..PAAABIE TO THE / 1 1 j\\ \ .OHNSTOR BASIN I[GAGRAY COMPp'.BIT. .. iWHT"R rA[ P/ \I 0. r , " moi «STTALLEDYBY IN cERYITI�RIYP 1 SILT PROTECTION FOR FLUSH INLET DRAINAGE STRUCTURES cG x \ u W R TS I X r R SHALL PIACE THF ED TO E d'.6.Y S FR x THE RTRLs. Ne.sIJED ER WEu B PUMP x.T KT L[M.r r rENFR.THE WIR[O ESN RSNYI RN MESH FRE er xA uxe. NTH THE BTEwl.�sw \ ienTM"�oYBPIVErYio iuxF mn. ov OTHER SA MEANS TO STAPLI G.•WASA\ \ \ ` \ RTHE r. SATISFACTORY SHA R CEO SCREEN THE BALE AND GRATE. Y _ P� \ 1 0.THE STREET SEE.1 THE STIMULANT AG BE.C NO T'. INTOO V `\>` tP r \ \ \ \ y Pj ♦ / \ L 1 'A '6 \ ` 1 \\ �\ \ ARE R wl0 W I RFLASS NORM'S L.4 LCYTHC�AS J J N ay •I" \ 1 ` I\ \. ♦ h'SASSC.LE7oIAIEVSONArrMMsnvF'er.rrmc- 6. e� �' ,.f♦Y°•'� D5 1\ vvp v vv u�mWwr v 'v ` v1 t�yA E rt5 urm GATES,waroo .R'S"1 OF 1. ACRES NY i TpTM.AII.A \ 1 1 1 1 1 I `v1 � __ _ vIA�•v A �II ruu I I, I 1 1 �. r,.e/ATi«as u�x�r.E DEse � �sH `\ t 1 I AI 11 B 51RAR wcK Pa - i \. r AI •\ + CJIrCI VLL h7 RCI.O e 1 l '^ 4 EX15 I R o.somaLl °rsVOroLx CrunT-.N- \ GNNCI 1 , v 1v v \ B5a we'� IAC C AwRax HELD wro 20 BE T.cOGHM OA xG =ELI e DwTYEane. wexsrre Yrs-es ASN�..w� 9 \ nLnes XISTIVG LA3AIXA5 veweA� v v Iv B ,SII %I I�I--`i v\ .rN-x` `•Gf 'c N1 � UFlYl GNI PMEVT \ / 1 11 1 /1 RIXJM/TOILETS/ A / A I I � I �l i I 11 rll L 3 \ I , I� '� 11 OV 1 B / A� 1 B.tB. OlEGI68ENV.REVI MG II 4 Ex I l ll_ 1, ` 1 REV DATE DESGRIPTIW By , 1 I IAMBS,LASALA& i SINE("'P) , ` 1 X' \ i `` �1 ,1II // NE:M UT PLre a+c p p ASSOCIATES,LLP I C� - �_ R __-- y E 1 mmc / v 1 \ %\ / 9 i FExCEYIM4 MV Il]M - _ 1 1 eu/D@E-roru / / ON a�Lr RACE / � err j , 1 i / p `D / f i 11 I + _ _ / NAT Run _ vOc' , 1 ANI L NE B1Affi OIACALONE v - ARCFIfECTB,P.C. CONp1N STREET Q' Q B31/ / I11 _ i NB? '1Y�2„� VA I /' V /v + 4 FMMINGOKE.NEVCRKtl]SS �w �N/ I _ _ ��J; A _ Y V 1 E 1 1 TELY310N10814t FA%:1518N2D91&5 A �y, ,gpu QU MAP�rb�� /'I i /�v A v v E - s 'ir0'3�E3d"Ail€ Tly,'l 0pp Kl n _ �_ � INFf��`MLLBE A. 9 A6 U / �CJ� ���� ;___ H /� 1 K W _ _ I encrcaT use 'A - PFROJE T _ ml SANTORINI BEACH / _ ]xoo ct cony Ron ' ..� /,:' - y> __ cFTCNocve NXw vyRKy as o A - - - wN'., _.._. _ - _._ - -- - - - _._ - _ —._.._.___ _ __ _—_._..-- _. -..--- -.. PROPOSe.7 EROSION e 3 __.v'No w }5p]' — SEDIHENT LON'RCL ALM.[DEr41LE /. • '�� / LVO NIn CR EaRnERLv IEMIT NiCroLA5 A._Aro - . wcRR-r LI.E TMC NO rI.ST£ELt..a=Aw P.5TEELE GATE ansa DPANMBV SCALE AT III GHAELUUL Y y ii ' i'AJi i PROJECTORY, y SHEETIR Y __ SWING Na S / �r 1 PROPOSED CONDITIONS SITE PLAN C-OQ w SUBSOIL INVESTIGATIONS SOIL MECHANICS DDUfL Kg QOU�UEID abl 3770 MERRICK ROAD • SEAFORD. L. L. NEW YORK 11783 [5163 221.2333 • FAX (516) 221-0254 May 6,2008 JOINT INDUSTRY BOARD OF Re: Santorini Training Center THE ELECTRICAL INDUSTRY 3800 Duck Pond Road 158-11 Harry VanArsdale Jr.Avenue Cutchogue,NY Att: Mr.Joseph Doceti Our Job#08-246 Gentlemen: Forwarded herewith are copies of the boring logs for drilling work completed at the above referenced site. A copy of the boring logs and report is being forwarded to Noel Rodgers at Ehasz Giacalone Architect and Wayman C.Wing,Consulting Engineer. The purpose of the subsurface investigation was to determine the nature and extent of the underlying soil deposits and determine the structural engineering characteristics of the soil at the site. Six(6)test borings were drilled to a depth of 32 feet each. A 2" diameter,2'0"long split spoon sampler was advanced into the subsurface by the use of an automatic 140 lb.hammer with a 30"drop. From the drops of the hammer,blow counts required to advance the split spoon sampler over each 6"interval were recorded and are shown on the boring logs. Continuous split spoon samples were taken for the top 6 feet and then every 12 feet thereafter to the final depth. Our investigation revealed that the areas drilled are blanketed by from, generally, 1 foot to 2 feet of loam,underlain by a loose to moderately dense sand formation with varying percentages of silt and traces of gravel extending to approximately 4 feet to 5 feet below existing grade. These upper materials are underlain,generally,by a loose to moderately dense sand formation with traces of silt and gravel extending to the deepest depth drilled. Natural ground water was encountered m the boreholes at depths ranging from 15'4"to 23'6"below existing grade at the time the borings were taken. A Piezometer was installed to a depth of 30 feet at borehole B-3 for future ground water readings. All soils below 3 feet will satisfactorily support foundation loads of 3,500 lbs.per square foot. TEST BORINGS•GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES•CONTROLLED LANDFILL •DIAMOND CORE DRILLING •SAND 6 GRAVEL PROSPECTING BEARING VALUES•WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION -PERCOLATION TESTS SANITARY INVESTIGATIONS•UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES SOIL MECHANICS DG 0LMH(g 3770 MERRICK ROAD • SEAFORD, L. I.. NEW YORK 11763 Joint Industry Board of (516] 221-2333 • FlQWjy 2 54 The Electrical Industry Page 2 Att: Mr.Joseph Doceti We have not been apprised of finished floor elevations and,therefore,cannot comment on specifics. However,all loam should be removed from below the proposed building. If additional material is required to reach underside of slab,we recommend dry inorganic granular material with less than 10°/a passing a#200 sieve,placed in lifts not to exceed 12 inches in depth and compacted to a minimum of 95%of its Modified Proctor Density at Optimum Moisture Content per ASTM D-1557. With respect to liquefaction,the site is classified as Class"B",possible liquefaction. The site seismic coefficient is 1.2 and Category"D"of the International Building Code (IBC). Soil samples recovered during drilling operations will be stored in our lab for a period of 30 days after which they will be destroyed. During this period we will deliver these samples to any prescribed location upon request. If after you examine the enclosed you have any further questions,please feel free to call and discuss them with us. Billing is enclosed. V truly yours, SOIL ME CS DRILLING CORP. CV:mlf Carl Vemick Encls. President Cc: Ehasz Giacalone Archs. Att: Noel Rodgers 431 Conklin St. Farmingdale,NY 11735 Wayman C.Wing,Consulting Engs. 15 Penn Plaza New York,NY 10001 NOTES 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. 3. GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. 6. ELEVATIONS SHOWN ARE REFERENCED TO CORNER OF EXISTING CONCRETE PAD AT GIVEN B.M.EL.18.00'. SOIL MECHANICS DRILLING CORPORATION 3770 MERRICK ROAD-SEAFORD,L I,NEW YORK-(516)221-2333 SUBSURFACE INVESTIGATION SANTORINI TRAINING CENTER DUCK POND ROAD CUTCHOGUE, NEW YORK DATE: MAY 6,2008 [OB NO. OBS246.6 REVISED: RAR, B-1 B-2 (EL.27.04'±) GROUND SURFACE (EL.20.14'±) GROUND SURFACE 1 1 2 DARK BRN. 1 1 3 BRN.SA , 1 4 ORGANIC LOAM • • • 1 4 SOME SILT, • 6 OL 11.65 2 R.GRAVEL,ROOTS • • 2 2 2 BRN.SILTY SAN 2 2 3 THIN SILTY SAND • • • 3 4 LOAM,TR.GRAVEL 3 4 LENSES • • • 5 4 OL 11-65 2 (SP)(FILL?) • 3 5 BRN.-LIGHT BRN. 5 3 4 LIGHT BRN.SAND, • • 6 8 SAND SOME SILT, • • • 4 4 SOME SILT, • • • R.GRAVEL,THIN • • • TR.GRAVEL • • • SILTYSAND • (SP)(8-65) • LENSES IGHT BRN.SAND (SP)(8-05) • • • R.GRAVEL,SIL ILT • • • 10 BRN.CLAYEY S , • 10 (SP)(8-65) • 2 TR.FINE SAND, • , • 3 4 LIGHT BRN. • . 4 3 ROOTS • • • 4 4 MEDIUM FINE SAND • • 4 ML 10-65 • • TR.GRAVEL • • BRN.SILTY CLAY • (SP)(8-05) CL "5) • • • • BRN.GRAVELLY • • 15 SAND,SOME SILT, • • • 15 LIGHT BRN.-TAN • • 5 4 4 TR.THIN SILTY • • • 5 3 4 SAND,TR.GRAVEL 8 SAND LENSES • • • 5 5 (SP)(8-65) • • (SP 8-6 • • • • • • G.W.T. LIGHT BRN.SAND, • • 18'-6" TR.GRAVEL,SILT • • �'�' SP • • • • • • v 20 ( )(8'&5) � • 20 BRN.-LIGHT BRN. 6 2 4 LIGHT BRN.-TAN • • • 6 4 SAND,TR.GRAVEL • 6 SAND,TR.GRAVEL • 6 (SP)(8-65) (SP)(8-65) • G.W.T. • • • 23'-2" • • • w 25 • • • � 25 • • • 7 • • 7 • • BRN:LIGHT BRN. , • , TAN-BRN.SAND, , • , SAND,TR.GRAVEL • • • TR.GRAVEL • • • (SP)(8-65) • • • (SP)(8-05) • • • 30 • • 30 • • • • 8 • • 8 END OF BORING 32'-0" END OF BORING 32'-0" L F Lu w Lu N SB CLASSIFICATION LLINq SB I CLASSIFICATION SOIL MECHANICS DRILLING CORPORATION 3770 MERRICK ROAD-SEAFORD,LI,NEW YORK-(516)221-2333 SUBSURFACE INVESTIGATION SANTORINI TRAINING ENTER DUCK P CUTCHOGUE, NEW YORK !RIX NGWRnI SCgIP DATE: OB NO. ,,,�.,•�. MAY 6,2008 08S246.6 REVISED: NN B-3/MW-1 B-4 (EL.25.83'±) GROUND SURFACE (EL.24.90'±) GROUND SURFACE 1 1 RAY BRN.FINE • • • 1 1 1 DARK BRN.FINE I I I 1 1 SAND,TR.SILT, • 1 2 SANDY SILT LOAM I I I 2 ROOTS • • 2 (OL)(11-65) 2 1 2 SP 11-6,5) I I I 2 2 3 LIGHT BRN. • • • 2 3 MEDIUM FINE SAND I I I BRN.-LIGHT BRN. 4 7 GRAVELLY SAND, • • 5 3 TR.ROOTS • • 5 7 TR.SILT • • • 7 SP OOT • • • 3 1 (SP)(8-65) • • • SILTY FINE SAND, • • • GRAVELLY SAND, • • • DAM,TR.GRAVE TR.COBBLE,SILT • • (OL)(11-65) • • • SP • • • 1001IM-LIUll I 1111N, • • • 10 LIGHT BRN.-BRN. • q GRAVELLY SAND, • 7 DARK BRN.SAND, • • • 4 TR.COBBLE,SILT • • 4 TR.GRAVEL,SILT ' • 5 6 (SP)(7-65) • . • (SP)(8-65) • • • LIGHT BRN.-TAN GRAVELLY SAND • • • • (SP)(8-65) 15 • • • 15 • • 5 7 . • • 5 7 • • • • LIGHT BRN.-TAN • • • LIGHT BRN.-TAN • • • SAND,TR.GRAVEL • SAND,TR.GRAVEL • 20 (SP)(8-65) • • • 20 (SP)(8-65) • • • 8 6 • • • 64 • • • G.W.T. • G.W.T. • uAi • • 23,-6. 0 0 25 BRN.-LIGHTBRN. • • • v 25 BRN.-LIGHT BRN. • • AND,SOME GRAVE • • • SAND,TR.GRAVEL, • • • 7 TR.SILT • 7 SILT 11 (SP)(8-65) • • • (SP)(8-65) • • • 30 BRN.SAND, • • • 30 BRN.SAND, • • • TR.SILT • • • TR.SILT • • • 8 8 (SP)(865) • • 8 (SP)(8-65) • • END OF BORING 32':F END OF BORING 32'-0" w w LLINg SB I CLASSIFICATION INCI SB I CLASSIFICATION INSTALLED 1-1/2"0 PIEZOMETFR 30'-0"DEEP WITH 10'SCREEN. SOIL MECHANICS DRILLING CORPORATION 3770 MERRICK ROAD-SEAFORD,L I,NEW YORK-(516)221-2333 SUBSURFACE INVESTIGATION ANT RINI TRAINING CENTER ND ROAD CUTCHOGUE, NEW YORK BORING WRMAL8CAlE: DATE: OB NO. MAY 6,2008 08S246.6 REVISED: NAR B-5 B-6 (EL. 18.75'±) GROUND SURFACE (EL. 17.54'±) GROUND SURFACE 1 1 1 1 1 ORGANIC LOAM I I I 1 7 5 ORGANIC LOAM • • • 2 OL 11-65 6 OL 11-65 • • 2 3 4 D&WN . o G o 2 3 5 • • q 5 SAND LOAM, G q SAND LOAM, • • TR.SILT TR.GRAVEL,SILT • • 5 3 5 6 (OL)(11$5) • • • 5 3 3 4 OL 11-65 • • 79 BRN.-ORANGE BRN. • 6 RN.MEDIUM FIN SILTY SAND, • • • 6 AND,SOME SILT • • • TR.GRAVEL • • • R.GRAVEL,THI • • • (SM)(8-65) • • FINE ROOTS • • BRN:LIGHT BRN. • (SP)(885) • • 10 SAND,TR.GRAVEL, • • • 10 IGHT BRN.SAN • 4 SILT • , • q R.GRAVEL,SIL • , • 4 (SP)(885) • • • 4 6 4 (SP)(885) • • 1 • • LIGHT BRN.SAND • • • , TR.GRAVEL,SILT LIGHT BRN.-TAN • • • THIN SILTY FINE • • 15 SAND,TR.GRAVEL • • • 15 SAND LENSES • • • G.W.T. (SP)(885) • • • G.W.T. (SP)(885) • • •— 15'-4" 5 8 • • • 16'x- 5 3 LIGHT BRN.-TAN • • • w 4 AND,TR.GRAVEL • • • (SP)(885) • • • BRN:LIGHT BRN. • 20 • • • 20 SAND,TR.GRAVEL • 5 • • • 4 (SP)(8-65) . • g 1 • • g 4 • • 3 • 4 TAN BRN.SAND, • • • • TR.SILT ' • ' TAN-LIGHT GRAY • 25 (SP)(885) • • • [25 BRN.SAND, • • • • • 4 TR.GRAVEL • 7 1 • • • 74 (SP)(885) • • • • • • • • 30 • • 30 • • 6 : • 8 END OF BORING 32'-0" END OF BORING 32'-0" H F w w Iwi N SB CLASSIFICATION twi No SB I CLASSIFICATION SOIL MECHANICS DRILLING CORPORATION 3770 MERRICK ROAD-SEAFORD,L I,NEW YORK-(516)221-2333 SUBSURFACE INVESTIGATION SANTORINI TRAINING 800 DUCK POND ROAD CUTCHOGUE, NEW YORK •GRING VERnLFL S= DATE: OB NO vie•-ra• MAY 6,2008 . 08S246.6 REVISED: NAA B-6 TOP OF EXISTING s��_____________- s"` CONCRETE PAD // I NOTED AS B.M. AT SM GIVEN EL. 18.00'. K\ B-1 PROPOSED NEWT B.M. B-Z \ I sM� RESIDENCE CONC. I I PAD \, I I J I i I r I ti B-3/MW-1 I B-5 T STK / I / I n ( SM.r/ B-4 \ C ICsnc. BORING LOCATION PLAN - - - - - - - - - - - - - - - - - - - - - - SOIL MECHANICS DRILLING CORPORATION 3770 MERRICK ROAD-SEAFORD,L I,NEW YORK-(516)221-2333 SUBSURFACE INVESTIGATION ANT RINI TRAINING ENTER D ROAD CUTCHOGUE, NEW YORK OR ww sCHE me DATE MAY 6,2008 OB NO. 08S246.6 REVISED: Np.0. CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is,to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a class A misdemeanor pursuant to Section 210.45 of the Penal Law." SURVEY OF FROPERTY SITUATE: GUTGHOGUE TOWN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 09-30-2007, 10-011-2001, ' 10-211-2007,11-05-2007,02-25-2008, p R 06-05-2008 4 SUFFOLK COUNTY TAX 1000 - 63 - 2 - I ` 1000 - 83 - 2 - 2 tl 1000 - 83 - 2 - 17.2 �� 8 CERP.TUMD TO: �® V J�� SO=MIDUSTIRY BOARD OF THE ��. 4 Xf�� EL1P.:^'CQUf:CAL MUSTR Y ST3WAIRT=E=EINSDIRANCE COMPANY /�� ��'. t,. .�• (TITLE NO.TA07(®8)758) I i \6y 101 � / L 1 }, IN / 6� p0b 5' X21, � o° / f i P s°� /.w" wry / S6 �� a ,. � 0 e o ---- V � tl 1 INV I. n, / Ro s89°53'40"W - / -\ ,. -- - � - _ 1293:92',._ Land no.w or fortnarl of: / Land now or formerly f. /� James P1lch Mc Britla e / -70N3 Im Jlcholas Alllano // RlGrard Janie, NICG'i-lae ✓1 I• gum \ \ 0 6 ' In v pF NEW P, TITLE NOTE: "PREMISES SHOWN ON THIS SURVEY ARE THE SAME AS THOSE DESGRIBED IN TITLE ASSOGIATES TITLE # TAO (08) 768" 6€6: „ NOTE5: JOIFEi C. El-UIERS ]LAND 4SUR'WEYOR • MONUMENT GRAPHIC 56ALE 1"= GNO' 6 EAST MAINSTREET N.Y.S.LIC NO.50202 AREA = 717,120 5.F. OR 16.4628 AGRE5 _ _ RIVERHEAD,N.Y. 11901 369-8288 Pm 369-8287 RP.P \\Co Pul ry f\Pro \2000 Pros\20-153 UPDATE 10-11-07.pro SURVEY OF PROPERTY 51TUATE: CUTCHOGUEN TOWN: 5OUTHOLD SUFFOLK COUNTY, NY NWNE SU RVEYED 05-II-2008 - ' REVISED 10-02-2008, 04-20-200q W E r, m SUFFOLK GOUNr TAX % Il ,, V ;� 1 - m "1m g��' r SW SE 1000 - 83 - 2 - 1'1.3 .._ .. . -- ,r'M14,�/I ` `a�• 4q`� ' mo- f ; ' 1 Go',yo P 1 y � , 1 • \1 ,1 \ , '1 1, A� �3e ;1�`• � 1.11 ' ,\ 1,\ 1 '1 � %7F %% 3�6� G FEo b1 ', --- ----- `"?lgin n - �® ✓O ddy P' "' / d° a . 1 ` . :`�:`•'30;\;� • , 1 • .• --- ---- D l,O �, � a' ; ',f `• �9, - � �.'� ,�?'°I,:M �- In �,`°a^o ,a,r' { r°`�.'P,,'� '� � \`• - ___.n+-__- ` •tea, r8�Lim � � Quo ,.q 5 W � 11� \11' �� � ` v. p • 11`'1 � • 1. •��D � \ B(M +� '1 A � 4•` 11 1` •1'1 1 \ 1 \ • �,e `b �, { V' 4 +\ \� 11 11 '� 1 41 •1 )1 , 1 I 'I L �Vff �'' � �,1,Kd�P y � o +� rP`w ) ,, 1 1 q 1• 11 � I �, 1 ` 111\ 1 I e IP e \ 1 <Q \\/V/ +� ' I `• 1 it i I 1 1 '9 00 ��f, �•� � _ _ � _ +/ �� ; •�� � SII 111 s�c�� :°A° L � /� '___ �� •�� \. \1`1 roc �o/ \ � 'I i i w��y1 1 •;� s�h �V 90 ------------------- 1 , I 1 , r 1 I 1 , I , 1 r 1 \1 1 1 , _ _ _ , I 111 r • 4 I ------------- -- ___-_ _`'k_: '1 i a 1`•• 111, '' "' ----- ---------------- ------ _ ___ _ _______ __ In _ ; r� �- •:Y�`� •� `'1 `I 1 1 _ A ___________`_ -� f � ' i "%9o-�``�� __ _�_ _-_____ •' �` II ' `•1 1 ` ____`x_ 7.1 - - -0B'� _- ,_-' -�'.l _ __ ne ___ __' '-__ `�_ `��r,•_�- _ _-__' -_-__� _'-_� __-___14`'1 `1' •� 1 `•� ___ �__-- _ __-__ _ _ _ ---------- -------------- ___ _-91. _ __ _ __ _ pn D - ---- _ - ---_____ == =__==_===== 1293.92' _ _ of c ,� S89 53 40 W _____________________________ � OF NEW , <p Land now or formed of P G eq p _ •• V Nllcholae All lano Land now or formerly of SERs � yy'� Timothy T Steele 6 Janina P Steele � • ( ''I -50- 'i NOTES: - • MONUMENT FOUND aFWSF SJ�� TOTAL AREA PARCEL = "122,243 SF OR 18,59 ACRES \ JOHN C. EHLERS LANDSURVEYOR (TO TIE LINE OF APRIL 2000) GRAPHIC S_GALE 1"= 60' _ - - - _ 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 SHADED AREA OVER 20% SLOPEELEVATIONS REFERENCE MLS-NGVD '29 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagservedpms2000 pms\20-153 20%slopes.pro REVISIONS No. Description Date LP \��`�-' ' DRAINAGE CALCULATIONS R rt°" C,PAVEMENT = 1.00 i C,LAWN = 0.30 q,�, i -\� o"• / \ CONTRIBUTING DUCK POND ROAD PAVEMENT AREA = 15,913 SF = 0.365 AC 1 \ CONTRIBUTING DUCK POND ROAD LAWN AREA = 65,450 sF = 1.503 AC \ LP - \ W3 STORAGE VOLUME REQUIRED: \ 15,913 SF X 1.0 x j = 2,652 CF 43 e \a 65,450 SF x 0.3 x = 3.273 CF q 49.6 QOj w 5,925 CF y L CONTRIBUTING SANTORINI AREA = 517,300 SF = 11.88 AC � 2 FIRE \ / STORAGE VOLUME REQUIRED: \ HYDRANT 09 0,2 517,300 SF X 0.3 X ?t = 25,865 CU FT "DRY POND" STORAGE VOLUME PROVIDED: SCWA 7) 34,850 CU FT AT WATER SURFACE ELEVATION 12.00 O TOTAL STORAGE VOLUME REQUIRED = 5,925 + 25,865 = 31,790 CU FT. WATER 3 TO OWNER 6.29.07 /MAIN 6 / ELECTRI / z TO OWNER 5.28.09 4.7.0 \ \ i TO OWNER 4.7.09 SAN E No. ISSUES Date LIMIT DRAINAGE AREA TLTY Q' IT ISA VIOLATION OF THE LAW FOR ANY PERSON, P E UNLESS ACTING UNDER THE DIRECTION OF A / ,j0 j, 2 LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY 3 WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE O HIS/HER ARCHITECT/ENGINEER \" SHALL NOTATION TO HIS HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HISVHER SIGNATURE AND THE DATE OF SUCH / DRIVEWAY \ ALTERATION, AND A SPECIFIC DESCRIPTION OF THE \ *�I, 11,20 £ ALTERATION ON THE DRAWING. ELECTRIC \ 11 j6q C� , / "THE PLANS AND SPECIFICATIONS HEREIN ARE TRENCHjg0 j 3 C3g I / 12 +11.75 INTENDED FOR THE SUBJECT PROJECT ONLY AS A N 4 / \�JII RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN 2, LA 5Q / THE OWNER AND JAMES, LASALA h ASSOCIATES, 1' 9 I2 + �\\ LLP. THESE PNS AND SPECIFICATIONS WILL BE 6 i� THE SUBJECT OF A COPYRIGHT PETITION AND MAY jl 3 12 +i l 7,b +LUSO NOT BE REVISED OR REUSED BY ANYONE WITHOUT UTILITY b j ------ / / THE WRITTEN AUTHORITY OF JAMES, CABALA k / ASSOCIATES, LLP." POLE j2' �A s� +11,25 5,7 L NTER f +11 1 ,59 2 3, 3 spa�z sow_ +11.75 v JAMES, y 3p zy �_ +11. j -�;z � A y�� CABALA & 96 4 > _,6 — V1i o ASSOCIATES, 93 LLP 11 OVAL DRIVE 0 Z' SUITE 129 0 , e/ ISLANDIA, NY 11749 TELEPHON : 31 .592.2660 ems \ f; SL O FACSIIMILEE 631 .232.1536 EDGE OF ao / �� 111'•:--5L`x\'� , w' ', ' PAVEMENT LAWN AREA �o 5+ / SiOHE FT ONG� WN OF o >� I E AREA TO BOARDOLD PRECAST CONCRETE \ 6 R�M414 �SISTING '$A1l' �C4-- WING WAL NO;,TQ WITH FOOTI G o p E INV xs 1 (5 TAU °kEaN stix e Q ,,, I EL 9.62 INV E L N ETi L 0 I" TOWN OF SOUTHOLD ; 9'72 I `WALL F ROAD 55 S REQUIIREDNG PERMIT I EL i .00 .� 2 31,3 ROADWAY RESTORATION _ 1 110 C 14 �F PER TOWN REQUIREMENTS, + 10'q LEACH NGRPOOL B SANTORINI SEDIMEN'FATION XSTING SWALE BEACH . yl. RIM, EL IN/)UT /DI NUERESORT"\ RESORT" JNV O IN/OUT 72 ____-DISCHARGE TO ® /'�BO�•OM EL 7.72 THEPOfTD L TTWO YPE (q) S.C.D.P.W. 60 - / / i= II CATCH BASINS 'PC) I �I + RIM EL 13.00 /� << JUL - 7 2009 WITH 15"0 CPP <16 <� INTERCONNECTING / (j _ r� PIPE INV EL 10,75 CB BOTTOM EL 8,75 ! DRAWING TITLE I- - 6" REVEAL INV 10.7 \ \ DUOK-POND ROAD ss ASPHALT CURB + 3 DRAINAGE PLAN � 6 _ "6.j2 4592 i£ JOB No, 08AE-00014 SQ,y4 I SCALE DESIGN LIMIT OF / �O AS NOTED M.G. 62,10 DRAINAGE AREA I DATE DRAWN APRIL 7 2009 H.B. 52 y CHECKED 1 DUCK POND ROAD EXISTING CONDITIONS PLAN 2 DUCK POND ROAD PROPOS -RAX AGS LA % �, " s` H.B. SCALE: 1 "=50 -O" 1 =20'-0" ;,.- MANAGER H.B. tip ,- 1w © Copyright 20st ` N ga DWG No. 06 James, Lasala&Associates,LLP orf c' n3 qo�+ _ 0 q All Rights Reserved DF NEW I SITE PLAN APPLICATION FOR SANTORINI BEACH R SORT 3800 DUCK POND ROAD CUTCHOGU9 8 7 6 5 4 TO " OF SOUT11OLD 3 1.12.09 TOWN REVISIONS MG 2 1.11.04 TOWN SUBMITTAL MG 1 18.18.081TO LEGAL & ENV. REVIEW MG REV 1 DATE DESCRIPTION BY SUFFOLK COUNTY , NEW YORK JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB (f 08AE-00146 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 DRAWING LIST • THESE PLANS ARE R w INSTRUMENT OF SERVICE AND ARE THE PROPERTY C-00 COVER SHEET (SHEET 1 OF 10) INFRINGEMENTS WILL BE NAME & ADDRESS OF OWNERAAPPLICANT: C-01 EXISTING CONDITIONS & DEMOLITION SITE PLAN (SHEET 2 OF 10) PROSECUTED JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY C-02 ALIGNMENT & SCHEDULING SITE PLAN (SHEET 3 OF 10) PROJECT SANTOR 158-11 HARRY VAN ARSDALE AVENUE C-03 PROPOSED GRADING SITE PLAN (SHEET 4 OF 10) IBEACH RESORT FLUSHING, NY 11365 C-04 PROPOSED UTILITY SITE PLANL7� SHEET S OF 1 O) 3800 DUCK POND ROAD C-05 WEST MOTEL & RESTUARANT PROPOSED SANITARY& STORMWATER DRAINAGE PLAN (SHEET 6 OF 10) CUTCHOOUE, NEW YORK 11935 C-06 EAST MOTEL, TRAINING CENTER AND CABANA SANITARY & STORMWATER DRAINAGE PLAN (SHEET 7 OF 10) DRAWING C-07 SITE DETAILS & NOTES (SHEET 8 OF 10) C-08 EROSION & SEDIMENT CONTROL PLAN & DETAILS (SHEET 9 OF 10) o u -e, 4===4 E=- E=- T C-09 SITE LIGHTING PLAN (SHEET 10 OF 10) DATE alialoa DRAWN BY My r SCALE As-NOTED CHECKED BY H6 PROJECT ObAE-Ooiab SHEET 1 OF 9 0 aslo, RAWING NO. ,.F co00 N N� nji .4. — — — — — — — — — — — — B-1A GROUND 6-3/MW-1 B11A I SECTMI) U.N. 6URFALE (EL DElk$U G PFA I B-PoA�MWI I I B-5 B-6 (EL x5 F3i G D SURFACE E C,MiI GROUND SURFACE / OgG,WIC LWM , SOME SET • 1 i t DARN BPN FINE OL 11ib W.SOMELRCCi9 • 1 6M'G,TP 6ILT 1 fiNIGY SILT. I I IEE SCEII GPDUNG SURFACE EL REEF CDNG SURFACE IN..1 • 1 THST IXLEN6E6 RELY NG I I SP01,1d5 x 2 (VE te.55) I I R L 119 III ' 1 LID,N Y m I OEH114 6 FISH ) �'mM Fao 6ANp ,.GANUC TMHTU p.oIG -05 5 3 'L•TRL 61LTµG 6ANDLWI.e WMLINE OF APTry0 sP „ Gw5 �sAFT ILTHIGH WATER " �x s G'sPRX 6;,Np RRGOOLESILTl. oLTinoMe' I 6mU GSPxpN_� cG10usP I os W tlIRN oi3'6�� TR FINE 6ANL, 10 10 LR�GHT6PN-6RNGflN'1 PDOIS • MmIUM FINE SAND1RCGBBlE,611 1 6RNSN0 TEL GRAVEL Lj 6BML GbRGMVFt �cagvEL,sRr sLL 'DELSILDR.GMl)I666) JOUT SRI.TTW IN,, m1 10nN P mRSL e6' LIGHi 6RN-TNJGMSP II 6ANGVELF6ILTIF NO� 9 IIN1LlY6ANG iP GRA PIOdfi ABC SAN ROUAAF 'NEGA- G � (sP leeSjvE s e 69L 6snap TR.BPgvEL ENs6s�� ucRFRRRN-TAx cxr6ax.Tqutlds . W/ TAN TR GRAVEL � I ANN TM (ds)�L • �ISPile56�vEL • I uG�PRx-TAn V II ,iR GRgU£ / LIGIRSRN- CU RUDLN,G AVE I ISP)(6 SANG,F) MYEL • �NlsPlledR) SgXG,TR SAVE �]< I Isr)(efi61 I I ea GWT. DIST ISPllwsl b / 30 1 F P\ \ �C p,1"} 71, fiG E.BM N 6PN LGHT6PN I N H CIET , / M `F .(N ,(� x5T W ] O,fiOMEGMVE . RANDT TMVEL I TA(PI INS, A TAN SAN. 28 �S T VO ERS,LGGHT UNN TAMdPN SANG. P w 9� 1- rNG,T Ta GNAVEL rs )I o e ISP)leds 7 7mGRAVEL C (6PNG861 Isp)Iw6) I 6E ISPl leis) BRN 6/Np. TR 6ILT : SR IS El END OF ODRING]R+0"• D ENO OF 60RING 3YV• , , / \ ` \ \ \ \ 1 1 °i N 6R C 561 f CATION • N SM C T'N Iii I ENp OF APING 3R'd• ENp OF fiDPING44 lz i BE �H 52� °i 6tl LLA661 FICAiIDN • °i N 6e CLA661FICgTIDN • [ry / 1 II I I IN 33 ON BX 66LLARRIFILATIGN I / EXISTING 'A m J \ Stl-0"DER VNTH IPRLPEfN SANITARY \ \ / VENT/ I SOIL MECHANICS I I SOIL MECHANICS SOIL MECHANICS X V DRILLING CORPORATION 6776 MESSICK HEAD-SEAFORD,L I,NEwrpgN-(6,',G'.7666 nsl-vas / I DRILLING CORPORATION DRILLING CORPORATION V OAST AL E�OSION� A A \ \ I ni6r.UnRlcgaD7a-6EnfpaG.u,nEwrparc-sm)n,.asm I I cNROAL-s \ I FAFOPq LL lgW YRPN-6, O A=ARD\LI NE \ \ \\ \ RVRSVRFACE INVE6TIGATIEN SVRSVRFACE INVERTIGAl10N �I6VE6VRFACE INVESTIGATION ' iUNUp \ A \ �5q_ I CIf7GHOGUE.NNJYCPP I GIITGHOGVE NEW YONN / \ °nm COTCHOGIIE,NEWYOgN "Z' REELS' RECEPTACLE PGO V ��..L '\ A s V���� \( I Ma•6.R o��n���...'.`.. MAv 6.z6Dn 6°,ro 63R<6R a.... .....� 1 / \ m \ Mnv e.z6De MAr 5,xg66 'Lf ° oeszAes �A v , \ a \ �\ A� Vv — — — — — — — — — — — — — — — — - - - - - — — — — — � — — — — — — — — — — — — — J,Pd �� � F, / EX15T TEST A�JoV ' �v / RESTYAURANT vGpo° T �\ BHOLE B- `.\� /T\/ 13`1 \ p� / ! ,/\ ,BUILDING �� 1 �p DEM 0 5 LL 12 �,O \ ' (SE H( H(�(D1�N�GS) TEST B-1� e6/ / U \ HOLE\ \ W \ \\ / EXISTING WELL NOTES: \ EXISTI SS STORM -6 \ X54 — /� WELL IN ? IN \\ \ \\ \\\ \ � � No. 5120279 DRAIN TO REMAIN \ \ 0 INSTALLED BY KREIGER WELL & PUMP GONG. EXI TING wELLW-1 TEST \ \� \ SEAWALL XISTIN N 6 \ HOL \\ �48� CORP. COMPLETED AUGUST, 2002. / -.'DEMO F 1 T BE ASE T RE 0 ED � N J �- ND \ EMO Yr 6�\A \\\ WELL W-2 5.�\ \ P Y / & REMOVE 9 \ JN. ! 'B_3A \4 \ \ No. 558840 AIRS k \ /�/1 ,P o---Z70. \ EXISTING 7 \ . z \ \ \ INSTALLED BY KREI GER WELL Sc PUMP 6 /� v '� \ MVV—`78��40 \.. TE CONCRTE � ' �\\\\\ CORP. COMPLETED JUNE, 1976. \ \5E �I HOL EMO INSTAL p •1 <� \ / / \ D EMOVRS B 2 RAM I �- \\ \ \ \ \\ ?\\ s\ �y \ BE ( EE ARC W ) —ta CP i �' 1 SANITARY—LEA Q / DEMO FOR \ 1 0 \�� H \\ \ EXISTING \ \ y\ <} METES AND BOUND5, WETLANDS AND PHYSICAL 5TRU07URES POOL O Ill NEW ST�RS F¢ U' Fr \ \ h' ARE SCALED DIMEN51ONALY FROM SURVEY BY JOHN G E REMOVED (TYP 2 g \ 0 4\� EX TING IDS TSE TO n 9So EHLERS LAND SURVEYOR DATED 4/5/00 \ \\ <'i+\y / / PL GOU T BE '[tEM V T (TYP) o/ O� (SEE SCHEDULE �\ �V% f \ / 1q \ L \ THIS DWG.) 3 7 /�'• \ /// \ ST PB 5 \ BHLE \4A \ \ 1 I l I \ Ao ELEVATIONS REFER NGETOTAL AREA OF LU.S Ie.e.65-1 AURES \ TEST Q y\\ 1 LE B- I \g I o�p SITUATE: �2Cc�TN6�NJ \ I I I I \ \ 1 �\ Foo3 3800 DUCK POND ROAD s P�5 ��' 5JFCUI r OF SOUNT r, N SGTM. SECTION, LOT d BLOCK P 1000-83-2-1 Q1,` OUT p�j \ 1 0 C� 1000-83-2-2 EXISTING \ 9e� \ �' �w M1-1IN 7 FOLJ��� i, \ I I \ \ \ \ \ :PSS '\-� LOCATION OF SUBSURFACE FAGILITIE5 15 APPROXIMATE AND / � CCJJ T `- 1000-83-2-IT.2 FIRE HYDRANT O6 / / / / `'s SHOULD ESE TAKEN AS SUCH. GONTRAGTOR SHALL FIELD w \ F VERIFY THE LOGATION5 OF EXISTING UTILITIES AS REQUIRED \ BY THE WORK \ °y NOL: r SAWCUT ASPHALT \ \ \ / T/ � \ \ FOR WATER OVERHEA UTILITIES X ST N�7 [i BANAS \ �\ \ \ \ \ \ \ \ TAX LOT #83-2-1 , 2 AND 17.2 HAVE SERVICE WORK. i , >2 ' I' I \\ \ \ \ \ \, �\ \ BEEN MERGED AND AND A NEW TAX MAP TOWN ROAD \�" \� EC TO REMOVE \ \ \ \ NUMBER ASSIGNED BY SUFFOLK COUNTY OPENING PERMITS \" 1000 GALLON PRECAST \ \ REAL PROPERTY (#17.3) REPLACES THE 9 REQUIRED. EXISTING SEPTIC TANK TO RFjMAIN I I \ \ \ EX TING WELL\ \ RAID /� I 2�\ \ 9G FORMER 83-2-1, 2 AND 17.2 TAX MAP OELECT C \ �I WA, W- \ \ 'Pi NUMBERS. 8 ry I \� 1 18A \ \\ c� 8 EXISTING 1 AISTING POOL I I \ \ \\\ \ \ \ \ \ ( �;� L(9<co9c�0 LEGEND 5 \ 1 \ SEPTIC TANK EQ IPMENT v / I ROM/TOIL BTS �SE B-4 I I 1 \\ \ \ \ \N b�89 �S�'Py�� TEST SOIL BORING LOCATION 4 \ ( I PREP ASPHAL TO (2) 8'0X8' DEEP PRECAST I \ o \ I \ / 0 9p HOLE B 2 3 1.12.09 TOWN REVISIONS MG RELIEVE 1.5 OVERLAY LEACHI G POOLS TOR AIN m \ �R. �o EMS EXISTING SANITARY POOL EXISTING I I / WITH PIPING & VENT 1 8.18.08 TO L GAL & ENV. REVIEW MG 17AL MG 8"0 WATER-� \ �� \\ I� � I I � MAIN (scwA) J I EXISTIN� T EE REV DATE DESCRIPTION BY \ � /je ExlsnNc STRUCTURE JAMES, LASALA & ASSOCIATES, LLP DEMO & REMOVE EXISTING —= �a EXISTING ` / ' 11 OVAL DRIVE CONTOUR LINES y� OVERHEAD ELECTRIC 1 / SUITE 129 (TYP) ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 EXISTING i / 3p �\ \_s ��� / `� ` I ✓ FACSIMILE: 631.232.1536 JOB # OBAE-00146 OVERHEAD---. VERHEAD \ \ I/ ELECTRIC (LIPA)�. '�� v 3s \ \ \ `' Q $ I ��_�_ \\v0� EHASZ GIACALONE I I I �V,, � vv� �� ���� PROPERTY LINE i S "3 � 6RE N �\ \ ter- V \ \ I ARCHfTECTS, P.C. 1 o 736'\ T �\ \\\\\�_ \ \ \ \ \ \ \ I I I 1 \` 431 CONKLIN STREET �ry -40\\\ \\\\�\ \ \ \�z \� \\ \ \ A I I TELL•516 420-3 3 FAX:((5R6)4203 195 0 /// 6/ / / / / \ \�\\\\ \\\ \ \\ \ \ \ 1 1 1 I I INSTRUMENT ARE F SERVICE Q ��� / / //28 / / / i4a� \ \\�\� \\ \ \ 5z-- AND ARE THE PROPERTY ❑o❑ ❑oo Q 9�' 32 / /� \\\ \\ X26 _L / ■0O ❑■ ❑■ i OF THE ARCHITECT ❑oo ❑❑ 00 INFRINGEMENTS WILL BE of PROSECUTED p // /// / PROPERTY LINE \/ PROJECT /. 38 0 4B / SANTORINI BEACH sz— \ \ 1 \ RESORT —�s6 \ 3a� �ss� 3800 DUCK POND ROAD �. \ 's\ CUTCHOGUE, NEW YORK 11935 / \J 9 O z 5a� / \\� \ \\3a \ \ RAWING / / / `\ \42 D \ ti`°� /, / � ' / ,' saa•534o^w I2g3.92 \ _� �— �s0 � � �_% EX I GT INCA CONDITIONS 8 DE1" OLITION SITS PLAN LAND NOW OR FORMERLY OF sc LAND NOW OR FORMERLY OF ;,, ^*"" / PROPERTY LINE __- DATE 8/I8/OB DRAWN BY MCG NICHOLAS ALLIANO / � _ _ _ TIMOTHY T. STEELE E JEANE P STEELE _ SANITARY STRUCTURE REMOVAL SCHEDULE: ' . _ - - - - - - - );� b i i POOL No.: NOTE: ` _ - SCALE As-NOTED CHECKED BY HB a / % s 1.ALL EXISTING SANITARY SYSTEMS WERE SAMPLED/TESTED JUNE 2008 o-m y1' / ,� T- ' 1,2,3,4,5,6,7.8,9.10.11,12,13,14,15,16, IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. I ` x l ( / / 19,20,21. ` PROJECT SHEET 2 OF 9 / 2EXISTING SANITARY LEACHING POOL STRUCTURES ARE TO BE COMPLETELY � � ORAE-00146 REMOVED UPON HEALTH DEPARTMENT AUTHORIZATION EXCEPT FOR THE 3 EXISTING CABANA SYSTEM WHICH IS TO REMAIN IN USE. - - � DRAWING NO. m EXISTING CONDITIONS SITE PLAN 'j l /e Of / IEIT HOLP OATS MEET TEST HOLE DATA SHEET TESTHom DATA ImET x- .IIO Y. 7PS Abf GLI Nnme' d +i�+ IO Ega.r (A1M( ^ / 9urveY°, surveyor Sumw+. LINE OF APP T G V / meenoD mecu��l, L...p°n L°.amn HIGH WATER ry T..m..Numner mni-m.v-+ m.we NDmn.a. n.Mnp Nmeer ......o,lpllon ..t+,. °leu P.I.d O-1pllonPmleel O.milp�lun 1.]OOFl 2N9/00 O"o ,IS9/pn Data 1l14/WI IlLnra 1-11l em n mano Cl 11-1 -11 nLe,n �een aer ioam ena n.,m / o o P I° �,°r,,,,� 9e.,1 .I ------- .n / 6C �� 0 •/ C� ---- 11.1- ,,, .ei.E,l e,. em, i° ss p�0 otid'PC} -------- ----- NEW 4' H CHAIN A S o� Q� rn,L,r L„ Pei, n,°,vn u.+. e„ n.,ain�n .e.a vp n ., m Paie n.°Nn ei L° meDi� .ew n l�� s r INK FENCE 2T'p 'PH>L jSO �y v, / `\�� f % R6 OT/ iT• vele„ a.�°, e,+ n v e e.�°.ni° .p nm°„ —1— c), 1 O� cDmm.mel Inie. ..°,+nn.°,°a +p , nei°w ..,'<.�a eDmm.n+.. Inper n.i w dea e.oe eDmm.m,; n.e°. ,ra P n C, ;= E3EA(H r N \ LOT OCCUPANCY. PRE-CONSTRUCTION (e ) POST-CONSTRUCTION (%) � p p / c�h IMPERVIOUS SURFACES 7.11 10.02� /- / (r- 4 rn \ SEMI-PERVIOUS GRAVEL / SURFACES 0.70 0.70 P 1( y q rvr h r \ ^i ➢ y= `�' LAWN LANDSCAPING 34.77 33.53 GOA5TAL EROSION WOOED 58.11 55.76 N,�t,�;x"l r .r{"r,Lu `'" {:pA ar 3mSe�F`, ;yhJi wr'}R.�p' rp'frri� aaz.rtri•'4ds+] ,s�^�I a`Li T",�3H,1y,.,; s, �xv' VL'` -nja�a ',d xffiti q .h sal H r s 4 HAZARD LINE r"# •y .s,4""'; ' r , 'a,e, E'('Ni$ u+1vF 1q" fplZ n. - y - .p �Gb �0 EXISTING 1frtxKEO1TA SHEET > T ii k Rol Vf .R t r% REFUS RECEPTACLE AT NDRY ROOM BUILDING GROSS FLOOR , r1 - ' n .f . SoutAAltl ✓" rL '-� ! AREA SCHEDULE: 1A TO EMIAN 1.WEST MOTEL: 8,030 SF I"unn 2.EAST MOTEL: 8,285 Tax wpN°mn.,, 100p-0-2-1'2 � , 3.RESTAURANT: 1 ,6 3,154 SF P,Drze,D.,enpl�, .LLE PLen �` . d r, 'r` peOo Ic w /// 'A¢A HANDICAP' 6• 1 � \, 4.CABANA: 1 ,634 SF l a4 ,-n >b' gM1 _ A � � �/ MI7 ` / ' \�� II 5.TRAININO CENTER: 18,000 SF Awa eaee,avn,pn i ,T a Y'X a� La HIND IN L`fNK h O: J A ate!?. % earns" 2 / / r f 16 v• - e en . RISER „ ' 4'x5' MIN. .P.e.Le.�e,�w„ nne en a°aL°m ..I+a Am`�''�r5T.A•4w'�ri y'°w.;•jE AS, XTLuHauEcu CHec NuDOWN ---- u snu�E,xr mN ® �RIOONR AREA FDR 4 RISASSISTEORESCUE WNo.EXISTING WELL NOTES . e°mmenD sHcaEwm.Easn,n�mu,EO \ ER BSI WELL LW-1: - e.r , DOWN N5 INSTALLED BY KREIGER WELL PUMP LLW-1 CORP. COMPLETED AUGUST, 2002 UNITS ` 1111 ' "' Rrd .-• ew,-sD CONCRETE WELL W-2 eLe. m..u' ox1. Cl'uitkch r use�i -/ LkET�aean.c SbunnAve r ,� l\ No. 558840 Ts. 2 ro,'. ...�.nP INSTALLED BY KREIGER WELL & PUMP RETAINING 4/JAF NLi, CE GATE CORP. COMPLETED JUNE, 1976. & D `�A a4v� G LIRA SPEC LOCATION MAP copTRANSFORMER PAD N.T.S. �5 si & PAD �9ti ADA I s' ° �i • ' EXTENSION '9 d 9 p, a°sD G r ° \ O•. �j4 ti0 METES AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES RAM w LNr S� 24,_10" } h' ARE 5GALED DIMENSIONALY FROM SURVEY BY JOHN G. SID CRAL SSS•(S EHLERS LAND SURVEYOR DATED 4/5/00 N iN RETAINING WALL r 'P TOTAL AREA OF PARCEL = 16.59 AGRE5 STAIRS & 5' 47 W/ FENCEWIDE CONCRETE ErCy. ELEVATIONS REFERENCE U.5.G.5.rWALKWAY\".,".,"r w w 1 0\a��G`P. \ GAP , >\ - "'------•._ `\`n N 'II PG?et 6' / Lo sL O c 1,000 GALLON � SITUATE: AG PROPANE TANK -/y OS - - 3800 DUCK POND ROAD --- 8' 0" 31' 0 c � GUTGHOSUE _____ _ _- �.�r' - rn OL� TOWN OF SOUTHOLD SUFFOLK COUNTY, NY \ ) EMERGENCY STANDBY5 G T M. SECTION, LOT d BLOCK 6' 29'-I R�0' 0 �, m GENERATOR ' IOCG-63-2-I �� = SO 1000-83-2-2 EXISTIING OL) R o R, IOGO-55-2-172 Q RO ,gyp. i LOCATION OF SU55URFACE FACILITIES IS APPROXIMATE AND _ ----- v— "`y�5 / ( a94 MMINC� POO / y <y Sim SHOULD BE TAKEN AS SUCH. CONTRACTOR SHALL FIELD M.U.T.C. STOP SIGN, / / \ u, o FN VERIFY THE LOGAMONS OF EXISTING UTILITIES AS REQUIRED —� WHITE STOP BAR & � j \ 2 1 REFUSE �� r�<� BY THE WORK. UBLE ELLOW LINE J� / m 45 -7 PAVEMENT MA NGS 9 PA EN MARKINGS RECEPTACLE FOR 2 (TWO) NOTE: Y• j9 ANDICAP PARKING ALLS ENCLOSURE TAX LOT #83-2-7 , 2 AND 77.2 HAVE ' 6r VERHEAE) UTILITIES �— �, EXI5 T IN6 r.A5ANA BEEN MERGED AND AND A NEW TAX MAP NUMBER ASSIGNED BY SUFFOLK COUNTY DIRECTIONAL ARROW \�' �� / EXI5TING WELL �9G REAL PROPERTY (//17.3) REPLACES THE 8 FORMER 83-2-1, 1 AND EPL TAX MAP WHITE PAVEMENT \ W-2 �� NUMBERS. �kMARKINGS 5..�,+ �,w 2_ O NUM 7 \T" ________________ ____________ 6 9'0 d tk5TINS POOL / <� cr 5 \\ 2 a� EQU 44 ROOM/TOILETS IPMENT ��� 3 1.12.09 TOWN REVISIONS MG e 90 R s q4 / F, r 2 1.11.0 TOWN SUBMITTAL MG \ 4" WIDE WHITE j/ 1 18.18.081TO LEGAL $ ENV. REVIEW MG PAVEMENT MARKINGS JREV I DATE DESCRIPTION BY FOR STANDARD PARKING STALLS (TYP). /'/ JAMES, LASIALA & ASSOCIATES, LLP / LOT OCCUPANCY: 11 OVAL DRIVE SUITE /• PRE-CONSTRUCTION: SLANDIA,9NY 11749 7.11% IMPERVIOUS PAVEMENT & ROOF - / FACSIMILE: 0: 631.592.2660 .7% SEMI-PERVIOUS GRAVEL 631.232.1536 JOB O6AE-00146 / 58.11% FORESTED 34.77 OPEN SPACE TURF & LANDSCAPING POST CONSTRUCTION: EHASZ GIACALONE 10.02% IMPERVIOUS PAVEMENT & ROOF ARCHITECTS, P.C. / 0.7% SEMI-PERVOIUS GRAVEL Q FXISTINry TREE LINE / 55.76% FORESTED 431 NKLIN STREET J / 33.53% OPEN SPACE TURF & LANDSCAPING M (TYP) FARINGDALE, NEW YORK 11735 p / /' TEL'(516)420-8383 FAX:(516)420-0195 J � / INSTRUMENT ARE F SERVICE AND ARE THE OF THE ARCHITECT °°° °° ❑° Q / / INFRINGEMENTS WILL E ° ❑i PROSECUTED PROPERTY LINE PROJECT SANTORINII BEACH RJESOaT / 3800 DUCK POND ROAD / CT3TCHO0UE., NEW YORK 11935 / 4 / s89�o' /•/ DRAWING � p / AL ICzNI" ENT 4 SCNEDUL INC-z 589'53'40"W 1�939�' � I —7 T�__ L__ - \� a r'\ NOW OR FORMERLY OF PROPERTY LINEJ LAND NOW OR TIMOTHY T STEELE E FORMERLY OF ( DATE gA8/Og DRAWN BY LAND NOM6 s NICHOLAS ORALLIANO JEANS P STEELE - u.._ SCALE A5-NOTED CHECKED BY H5 PROJECToeAe-oola SHEET 3 O 9 P DRAWING NO. �k6FC55�g I Irr�� ALIGNMENT & SCHEDULING SITE PLAN \ F ` C Or ® ® 2 1 "=40' .v,-_ - ... ✓�., n'n. ash Qe� - t NEIN 4Y / J / I % T. lr- I Cry LINE OF APP-AR%TPO HI&H WATER '5j) I <o tid ryA, , '/ �<a~F 1 - -2a_ \ " h�Fl 1 i Fr v �< o o<<` /\ v � P0A5'IWL EROSION 'A1 HiZAR]:�, LINE - V A A\ \V A A VA• V A V A a A V A A \ �V�• ' j � /occ+ .F�— �> V I \ V � V A V A ,,A \ ( \vs • V S A A A V A "' p� � /� =� / ice V - \`°; ''V� Ally A A \ d. A AA � � •� A 'oA\ V VA \ EXISTING r- \--- -- / RE�4'�URA �T ' �°` .-' ,'. � IV 1 \ � 2 V A A A % oc5 EXISTING WELL NOTES: / /•/ ��/ / U 1! \ \\ J r \ \ \ ' \ \ \ _s4- - - - � � WELL WI-1: No. S120279 INSTALLED BY KREIGER WELL & PUMP LW 1 - - - - - - -4e- 'C \ \ CORP. COMPLETED AUGUST, 2002. �\ EAWALL n n // e s / \\ 1 _ _ —46— — �\ \`\ \ \\ WELL W-2 No. S58840 -42- - - \ \ \ •\ \ INSTALLED BY KREIGER WELL & PUMP ate`-40- - - �\`\ \ \ \ `\ \ CORP. COMPLETED JUNE, 1976. -REIAMNING WAL \ \ \ \ \ \\ \ TRANSF RMER PAD PADA , \ 1 ENSIO\N\ )JEN� 1 '\\ \ \\ \\ \\ \\ \\ 9,y/deo METES AND BOUNDS, WETLANDS AND PHYSICAL 5TRUGTURE5 \ \ \ \ A \ aAW \ \ \ \ \ \ } h, ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G Q• �D / z '� 1 1' RRRR EHLERS LAND SURVEYOR DATED 4/5/00 T A'I�'SFOF�MKR\ \ \\ \\ \\ \ \ \, 1 9SSpR,� \ACCES \ \ \ I \\ c 0 \ \ o �+ / PLA c TOTAL, AREA of PARCEL = 16 s9 ACRES NCRETE \ \\ \\ \\ \ \ \ 11 II N\. �r�S�,P I I WALL \ \ \ I \ <} ELEVATIONS REFERENCE US 6.5 FONCE Et D PT 3800TDUGK POND ROAD Bc OR VE I EX I STTNCv-r-'____--___' \ I OSo\ I PAD I I I 1 N \ \ 1 I 1 \ �\ GTOWN OF' SOUTHOLD ` \ ' / BOGGIALL rap 0 \ N ED\ NY I I o A \ SUFFOL E A OR K COUNTY, \ \ 1 \ � S.GT.M. SECTION, L07 4 BLOCK �/ GO.L'RT I °Y _ �, \ \ I F EL 1 \ \ \ \ \ \\ \ '.\ '�\ rp. 1000-55-2-1 I I T NK I \ \ \ \ \ \ \ �s� So 1000-83-2-2 - - - _ SIS N . O T 2 \ ` \ Rr �'h LCrATION OF .o�l�l'I"MMINO PG �C,I O •A \ ` I \ \ \ \ \ \ \ \\ \ \ `� RAS \ SHOULD BE AK N AS SUCH FGONTRAGTOR SHAAr-IL11TEE, 13 OXIF C ID AND VERIFY THE LOCATIONS OF EXI5TIN5 UTILITIES AS REQUIRED \ __ I P' THE WORK \ yV O v � v� _� EXISTING CABANAS Ov yv \V vv vv vv vv v v vv \ v A VERHEA�J UTILITIES\� / XIST INC ELL\ \ \ \ G 8 \ \\ L\ \ \\ \ \' \ r9 9 v\ �v v o W— F 2 vV v v vv v v \ / � 7 wea2 1 v v v 000���� v A v v v A <� \ SF P 6 \, �v tXI�TINC, P60L l v v v A\ v v / V �"A. O ��z 5 COD 0 \ \ \ E-0VFMENT \ S F 4 1 i Ro/OM/TOII-ETS/ \\ \\o \\ 'I N / / `\ \•.\ 890 ��yr 3 2 1.11.04 TOWN SUBMITTAL MG \ \ \I TO LEGAL & ENV. REVIEW MG 18.18.08 \ ✓�� �� / ` / \ REV I DATE DESCRIPTION BY EXIyTINP TIPEE \ , ,t2- - - v / JAMES LASALA & NEV (TYT') A yo-• \ ASSOCIATES, LLP SUITE 129 11 OVAL DRIVE ISLANDIA, NY 11749 - - - - - TELEPHONE: 631.592 .2660 `- - - - - - - - -_ - - - FACSIMILE: 631.232.1536 JOB # OBAE-00146 19 EHASZGIACALONE // /l III III /' - - -- �� �`� // � v \ V �� w � • ��o� RTY N u � RCH AITECTS, P.C. - - - - - - - - - - - - - -a 4XIONr -tRft�LYRE\ `\ \ \ \ / \ \\ \ \ \ 431 CONKLIN STREET 0 % // ry/ / / I \ s6 ° \�rY� \ \\ -` - \\ \ \ \\ \ \ /\\ \\ \\ \ Q I I \•, I \ FARMINGDALE, NEW YORK 11735 '�\ \ P 1 II I `\ TEL:(516)420-8383 FAX:(516)420-0195 \\ \I \ ` \\ ./ \ \\ o \ \ \ I I - - - _ \ \ THESE PLANS ARE AN OQm / ' /6 I \ 4 — \ \ \ / /\ \\\ \\ INSTRUMENT OFSERVICE E- 0 °°4�W2 �� / // 'ti zai _ \°\\ - `\ s - - - - ` - , OFDTHE ARCHITEOTERTY ou // / / / o' ,3a _ _aa- _ — — — — — — —26 \ \ \ \ \ \\ \\ \\\ ,y°, \ r / PROSECUTEDr / /; / , / / � ' x' ,34' - - � - - - - \ - ` - ho ` / \ \ \ \\ � �- - - - - - - - � I / PROPERTY LINE •L\ _ - - ` /Y INFRINGEMENTS WILL BE QmQ/� // , //// � � e _ -' a6— =0 °- J \ / \ ` \` \`. �\ �. `� - - - - - � � ` \\ / /\ Q \N PROJECT o / ///' /' ;;;, ,; �� _ ,4fi—_ _ _ _ sobs = _ _ }__ _ SANTORINI BEACH _ - x RESORT , - - - - - 4 -38_ VSs\ 3800 DUCK POND ROAD U , NEW YORK 1 1935 3 - - - - - - CUTCHOG & 38 — - - - — � — _ I 11 I � � \ ' DRAWING -z - - = ------ ---- --- ��oF- ti —� - - --- --- - - , ;'--- " � - - - - - - - - - -- - - - - - - - 'ae_ -_- - - - _ - - - - - - - -_-;=._ � , ; ;; ter I 129392' _ 52_ - - - - - - - - - - - - - w/�^ X5654— _ —R- - - - - - LY _ PROPETY LINE1EEANOEFP. STEELL= _.., � ... • . °. DATE b/18/OB DRAWN BY RMG LAND NOW OR FORMERLY OF _ �qm / / / / / / ' / i NICHOLAS ALLIANO ' - - _ - - r/ of / Z�ALE AS NOTED CHECKED BY He PROJEC SHEET 4 O 9 e` o-°ry° / lu i _ - - - - - - - - - - DRAWING NO. T / 1 / / / / / / 5 / — — — — Gc a •� ^� \ / PROPOSED CONDITIONS SITE PLAN1111 9 * C - 03 OF ryEVI 1"=40 NOTES 1.8"0 S.C.W.A. PUBLIC WATER IS AVAILABLE IN DUCK POND ROAD & A SERVICE TAP WILL BE ro BROUGHT TO THE SITE. 2.EXISTING WELL #1 ON THIS PROPERTY IS TO BE USED FOR IRRIGATION PURPOSES ONLY. LINE OF A,F' FNT0 / /`° 11/'�shr'� _ i`� �, ' EXISTING WELL #2 ON THIS PROPERTY IS TO NOT BE USED FOR ANY POTABLE SERVICES. HIGH WATER ry i / 11/ llfj// , - %N I 3.EXISTING SANITARY STRUCTURES ARE TO BE SAMPLED AND TESTED IN ACCORDANCE WITH SANITARY STRUCTURE SCHEDULE (REFERENCING B-4, THE ELEVATION OF HIGHEST EXPECTED GROUNDWATER IS EL 3.2) SCDHS REGULATIONS. �I-q+ STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH CSTORMWATER DESIGN BASED ON 2" RAINFALL. d 5.SEE DWG. C-05, C-06 FOR ALL SAN & STORM CALLOUTS (TYP). "Ti 197h 1660 XOVR ST 3 ST2 18.75 16.60 18.30 18.75 XOVR ST 3 XOVR 16.25 4W9O1 18.75 XOVR ST 4 16.25 o i �Trl 18.30 18.30 18.30 18.30 18.30 18.30 18.30 DLP7 18.30 1585 15.75LEGEND /, .__ �5. \ \ c b,. 15.65 -\ � \ �-0 18.10 15.65 - PROPOSED 12' DIA. @f1f, 0)- 18. 0 1565 _ LP-# O STORMWATER LEAGHIN6 POOL ��O c� IPA 18.75 15.85 15.75 6.25 18.40 15.65 5.90 10.00 - PROPOSED STORMWATER ROOF \ I 1 \ 1 I I O 18.50 15.65 6.00 10.00 -m-sr-w- PIPING-b" DIA. GPP 070 18.50 15.65 - 6.00 10.00 / ROOF STORM O�LECflON \ \\ \ \ \ \\ \ \ \ \ \ 1 I I �O �� LP7 18.90 15.65 - 6.40 10.00 PROPOSED SANITARY PIPIN6- \\\ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ / -52- - OpO Of 18.90 15.65 - 6.40 10.00 -sss 4" DIA. PVC 5DR35 LEACHI SPO `�Y \ \ \ DLP3 1 .75 18. 18.75 6.25 10.00 ,/ \ �\y \ \� \\ \\ \ \ \ \\ \\ \\ \ \\ \\ \\\\ \\ \ \ \\ LP9 - - - 6.00 10.00 FuFM Fu PROPOSED SANITARY FORGE MAIN-SDRII f _ 6.40 10 no ;- ,/ \ �` -\X v ' V A � - A \ p V A V A \ \ V A D/ UPI1 18.90 18.90 6.40 10.00 PROPOSED SANITARY GREASE TRAP 10' DIA 8 b'DIA / `, A A \ V A \ V A A 2 - 6.00 10.00 COASTAL EROSION v V A A , A V A \ \1 HQ,EARDlLINEv - v A A A \ V A A , A V P73 18.90 - 6.40 10.00 ,1 'WV A \ V A A A V A \ 4" DIA. _,\ '� � \ \ - LP-# \ \ \ " O PROPOSED 10'DIA. SANITARY LEAGHIN6 POOL DOWNSPO T ou ` / �,�,. A / /w.° '�, 9.13 \ N V N \ EXISTING 1 (TYP.) /oa A0 t o RE REFUSFj RECEPTACLF� AT LAUNDRY �200M SMH# O PROPOSED 4'DIA. SANITARY MANHOLE TO EMIAN LT# PROP05ED SANITARY LINT TRAP " EST5NURAA' °°"` ,. \ °,- \C TROL '2 \ \ C( ��\ 5e e� - I v c V 1 V A A A p� s V A V PROPOSED FUTURE BUILDING \ �PAf�EL \ \ \ \ \ \ \ \l/ 20 k' ep 7 ,1, L(NK/ \ \ \ \ \ \ \ \ o \ \ \ SANITARY LEAGHIN6 POOL p� (TYP \ V A A A \ d ��2 / a ° 111 EW E ON � �v \ v V Av \C085EANAZLI / G A V A V v V A V A A p "�], \ \ \ \ N V A - - B# SOIL BORING LOCATION ° /" \ GI UMP STATION, 9 s 1 \ DEL, - / dill J/ \ q 152-\93 RMI SAN12Vjl \\ \ \ \ \ C \\ \\\\ \ \\\\ \ _ - - WELLEXISTING WELL NOTES: O PS# PROP05ED SANITARY PUMPIN65TATION EL 7. 3 1 ♦ C \ - - - - � �' No. 51202793 -_ - _ \ INSTALLED BY KREIGER WELL & PUMP\ \ \ � � \ O DB1 PROPOSED SANITARY DISTRIBUTION BOX `°Q ,+GREASE LeXI TING WELLW�i \\ \ 48- \ \ \ CORP. COMPLETED AUGUST, 2002. 4" \ -\CONDENSER-UNfM s ,°" TRAP9 8 ^ / °° \ - ON-CONCRET4ePAp- _ \ \ \ \ WELL W-2 PROPOSED WATER 4 FIRE 5ERVIGE MAYf ° RISA"°E ( t 3' W _ 3"CW 4"FS fFELD M SURED •`°d°O° 11.5 • Ti \ g / I DEP 145'-I I" 1 \ \• - ` - - - -44 - \ \ \ \ No. 558840 o p\, N \ P / - '42- - - \, \ \ \ \ INSTALLED BY KREIGER WELL & PUMP 26"-28" ROM INV g L \ m AVEL \ ///'''��� \ � '\. r - '3s_ -ao- - - � \ \ CORP. COMPLETED JUNE, 1976. � PROPOSED 10' DIA. SEPTIC TANKS GRADE TO T0�\OF � m �g ° \ ,h dL R TY � _ - � - \ \ EXISTING S N PI „ \ q�$, Yy / \\\ \ I SN / / ( \ \ \ \.(,� RETAJNfNG WALL. \ \ \\ \ \ \\ \\ O BOTH MO E \+ \\ V o� \ / / 1 BUILDINGS I • BOLLARD n , EL - _ I'-9 _ - _ J, - - - - - - •.\ '� _ LPA SPEK \ \ \ \ L \ \ \ �. �' ,EXISTING WA m - �° \ IN ELS' i TRANSFORMER POD \ \ \ \ \ \s �a MP ATIO .& PAD O �. S'€E DWG. C &1, P ///t° \\ \°° SI °R,° - DEL \ N 3 BY JOHN G ES -.cE .4p•.. °\` 2 `' IN A •.\ \ 0' 4" PV \ - EXTENSION, �� AV� \ A \�TRA�WF 1)M EHLERS LAND SURVEYOR DATED 4/5/00 \ \ \\ \\ 5�d� METES AND BOUNDS, WETLANDS AND PHYSICAL 5TRUGTUR \ \\ \\ \ \ \ \ C��j,� ARE SCALED DIMENSIONALY FROM SURVEY INV 3F�'L I E I L \ AN NS 0 ER\ ¢ c�,S, V 18.3 8• `� 8 I 7 \ \\ \\CCg\§ TOTAL AREA OF PARCEL = 16.59 ACRES �� ^• "DIAe. 4" C A\ '19'' V �, vA He 5 \ !H CONCRETE \ VA V A A \ \ I I A �S�'P \ S ORM [ CW / \ t� \\ 1 RETAINING WALL \ \ \ 1 \ � <� ELEVATIONS REFERENCE U S,& 5 V ( (P) TERAL A ° - /� - - ° �I�) VCG 7- I \ 1 l 1A 6.1 W/FgNCE I I�1 A A \ I I I vv SD�o� \ SSEMBLY -�� ---- ___ __ / / ;✓ \ 'pASM I8. b ` \ D PTHI TWO (,�1)12{i I I \ $ I �+ 1 \ o2Gy SITUATE: \ SAN (TYP) w I 101 -4"a� P� GR VOL DIA. 6' I \ \ I I 1 \ _ ° \ C,� ps 5000 DUCK POND ROAD 9 INV -� �'� i \ SDR3 O 1 0 I \ \ I \ c fi} GUTGHOGUE S RM 4"DIA C F,�=� EXIS �-- --_ R�' I \ ' • I DEPTH I \ 1 \ qy +pip, \ PIAD I I \ G TOWN OF SOUTHOLD A SAN 1. 9 1L „o-� / �G 00C. �fa pORE I I 1 \ I MOUN ED STORMI 1 \ \ 1 \ \ \ �'T} SUFFOLK COUNTY, NY (T P \ rTYp) `!n p °e°` GO tiF. (/ �p.N kM INV 1 ENERA OR LE CHING \ 1 \ \ Y COVE SAME J0 A.I P M \���j �ORTi / �\\ ESL 14.60 / \ Q W�F EL OOL'a S.G.T M. SECTION, LOT d BLOCK _ 50 TRENCH _ IAM ;¢'H/DPt / I 129'_1" 1 V I I T NK ELI AV A A\ \V A A V s v v '<`Sp 1000-83-2-2 N qF,. S 1 E/ONE ;d / �' / / /� I / I 122.801 \ \ 2p _17) -� )_1 STAL10,11 2" W / j r V I V A AV A V A AV A\ v v �T ,(� 1000-83-2-112 N£ ~'- M EL DH 152-8 °° / / h \ \ \ \ \ 'h \ LOCATION OF SUBSURFACE FACILITIES 15 APPROXIMATE AND X., \ CLEANOUT/ / ( I I \ o I \ \ \ \ \ \ \ \ \\ Fg� Oma/ SHOULD BE TAKEN AS SUCH. CONTRACTOR SHALL FIELD s-- -- N FLUS flG \ 'j I ST \s \ I \ \ \ \ \ \ '�' \ d O' / z "F s \ \ \ Qo F VERIFY THE LOGATION5 OF EXISTING UTILITIES AS REQUIRED 3 CIE \ STATION (TYP) p°° /% 3'- T3 (5}'10 5 N \ \ N \ \ \ \ \ \ \ \\ \\ \\ tri �4 BY THE WORK. � C% / _ , g „ 5T4 SE 1C N ON \ \ \Bg \ \ \\ -4, O METE / 1 \ / -4 40 PVC T5 CORC. PA \ \ \ \ \\ fZECEPTAbLE \ \ \\ \ °\ \\ \\ \\ \\ \\J o/r,` 'JO, \ WI H \ \ \ \ $ NOTE: DR35 4f 1.OK 1 \ \ \ \ \ \ \ �`\ \ ° `rf '2o TAX LOT 83-2-1, 2 AND 17.2 HAVE // \ s \ c) „m • P3 v \ \ F\NCIQSURE\ \ \ \ \ \ \ \ \ c�� �y # QVC--RHEAP UTILITIES \. p / G /� k -30'-4"0 P C I ° \ \ \ \ `. P BEEN MERGED AND AND A NEW TAX MAP / HOT BOX FOR OMESTIC '�� 2 G I • 4m • 6 SD(235 O 1.0 112' A. D) PTM, STORM \ \ \ \\ \\ \ \ \\ \\ \\ \I '� ��' NUMBER ASSIGNED BY SUFFOLK COUNTY {� \ \ \ REAL PROPERTY 17.3 REPLACES THE & FIRE/ SERVICES \ ,� -,LP2 P1 � ® I I ,L'EAC INC\POOL \ \ \ \ \ \ 4h o (# ) 9 \" \� FROM ST Pi �� �'e` . '/� • P7 wl Fn-SOLlD COVER` EXISTING\WELL\ \ \ \ I 9G oS,'4j FORMER 83-2-1, 2 AND 17.2 TAX MAP \ �\ _ 11 y • I \ NUMBERS. 8 D I IM E\L 21.\50 \ ° \ W-2 �i' / BUILDING GROSS FLOOR • � / / \ \ I < .-, �� ILPt L'p I \ \ \ �s \ \ \ \ \ \ \ / CG L AREA SCHEDULE: 7 EXISTING ." ``�� 1 / \ \ o w L g2 \ C � DIA. a>' I \ \ I i��'�- • NEW 10'0X9' OFF DEPTFW 1 1 \ \ \ \ \ \ \ \ \ \ o/� 1 WATERS I I \ \ I I / -'._) I L • 3 L 8 PRECAST SAN LEACHING PO 1 \ \ \ \ \ \ \ \ \ \ \ / I R �R S4 1.WEST MOTEL:8,030 SF 8 \ I s / Q \ \ \ \ \ \ \ \ / I O 3.RESTAURANT:3,154 SF \MAIN \_4" WATER AP IN STREET \ 1 I F / • (TYP). I I \ \ \ \ \ \ \ \ \ \ /' \ �. Co o/,E 5 SAW CUT ASPHALT \1 \� FOR SERVICE 'TO. \ I �a1� / • 10 \ r+ \ \ \ \ Sp„ �. ti 4.CABANA:1,634 SF 1 I I 1 1 \ \ \ \ S F �' 4 TOWN ROAD OPENING / PROPERTY 1 I E IS I PPROVED / I I \ \ \ \ \ \ g \ \ \ \ / \\ F F o4 S.TRAINING CENTER:18,000 SF PERMIT REQUIRED �, `.\ I / 1 ARY SYSTEM LP / I I \ \ 1 °' / 89 RL ''f 3 1.12.09 TOWN REVISIONS MG • o / \ 0 9p L LP1 - I I I I 1 1 1 \ \ \ °I \ I R, o,� 2 1.71.0 TOWN SUBMITTAL MG F \V j o 1 8.18.08 TO LEGAL & ENV. REVIEW MG �1 j�vv // REV DATE DESCRIPTION BY F F EXI�T1N� TEE \ / // JAMES LASALA & INE\ (TYP) ASSOCIATES, LLP _ 11 OVAL DRIVE i -jC\ \\ 1 \�s \ F / / 2s \ ° \ \ \ \ / / � r i ' � ' - - �_� _- _ \ \ \ \/ \ I SUITE 129 11749 - - - - - - - - - \ %ry I I\ it \\ \\ \\ \\ \\ \\ \ \\ \I I / // / TELEPHIONE:Y631.52.2660 �2e\s, - \ ��s,I �' \ i/ I � / \ \\ \ \ \ \,� \ \ I I / ``°.- '\ FACSIMILE: 631.232.1536 JOB {� 08AE-00146 // i I 1 i i/! -- -_- -_ > '9 �/ / vv v vll� vv v� ,�"v �v EHASZ GIACALONE \� I I ARCHITECTS P.C. � \ I PROPERTY LINL- q�- d��' __- ---- __ V A \ 1 I I I V � "Q \l - - - - - --J X1 YId4 �ro'R��L� v v v °00 °0 1 V A / \ // y A \ \. "�� V A I , ' - \ 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 0 0 titi " _ _ sa; _ v v v -zzV v v v 8v \y \v \ A TEL: 516 420-8383 FAX: 516 420-0195 -�- THESE PLANS ARE AN ��� r /� ' // / / / �(� - _azo �- - - - �I vv - vv vvvv j/ v\\ \\ \\\ \\ \V A 1 \ V A 1 �s_ a- - _ _ _ /� INSTRUMENT OF SERVICE 00 °o00 ❑0 i � ' '''<" _ ' _ �- �3�� - \ -26- 'bb % \ \ \ \ \\ \ \\ \� \\ \\ \\ s °- - - - I \ AND THE ARE THE oo❑ ❑❑ ❑❑ : �' / / INFRINGEMENTS WILL BE PROSECUTED oS�4J i/ J\ \\\\ •\ \ \\ \\\\\ �\ - - - �� \ \ \\ PROPERTY LINE PROJECT _ _� _ _ - _ ,ys - - - - - - - \'2 - - - ` \ \\ 11 / 7 '// SANTORENI BEACH 'a� �O - - - - - - - - of- - - - - - - - _ _ RESORT 3a- - - - - - _ - __ _ 1 \ � � � 3 \ I / / _� - 3800 DUCK POND ROAD - - - - - - - mss- - - - \ � \ 8- � \ / // s' / - - - - _ - - - - ` - - -3 \ �3s� 1 I `z g ' / �' \ CUTCHOGUE> NEW YORK 11935 2- ' _ - _ _ -DRAWING _5n _ yy- - ,// 4-62_` LITI � ITY 6// /// _- -_52- - -48- - - - - - - - - - - '� - - - --,.. - .,,..... - f � � 1� 'Ss LAND NOW OR FORMERLY OF I �- DATE 8/18/08 DRAWN BY M6 TIMOTHY T STEELE d JEANE P. 5TEELE LAND NOW OR FORMERLY OF _ PROPERTY LINE NIGHOLA5 ALLIANO _- _. _ - __ -- - - - `I _ _ gyp. SCALE As NOTED CHECKED BY ee PFkOJECT SHEET 5 O 9 - - - - - - - /5 DRAWING NO. s 'b se- ' r' F 0 PROPOSED UTILITIES SITE PLAN C -04 F MEw 4" CONCRETE PAVEMENT F FINISHED GRADE --_- ----- _ - - SIDEWALK. CURB AND PAVING NOTES: (( OWN) 10THER`NISE SU - - - - - ---- 8" KOC 16" x 8" CONCRETE (PITCH AWAY FROM BUILDING) - -- --- - --- - BLOCK WALL W/ VUR-O-WALL REINFORCING ® EVERY OTHER COORS 1. CONCRETE FOR CURBS SHALL HAVE A MIN. COMPRESSIVE STRENGTH \T+ STUCCO FINISH TO MATCH .. OF 4,000 P.S.I. AT 28 DAYS. FOR DETAILED COMPACT SUBGRADE TO 95 itWE lu '4 �l _ -_ BUILDING AS PER PLANNING - - DEPT. RECOMMENDATION. �6" P. CONC. SLAB SPECIFICATIONS SEE ORDINANCE. PROCTOR DENSITY 6x6 W2xW2 WELDED `- 4STRENGTH 2�A WIRE AERIC _ F = VARIES 0 0 o 8" THICK POURED CONCRETE T _ 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET. _I o0 0 FOUNDATION WALL ON 1'4" x 8" DP +� CONCRETE WALK SECTION „ e i POURED CONCRETE FOOING N �- o o 6"x 6"-10 GAUGE T'---------------------------------------'� WGAUGE WITH WIRE 3. CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO ALL CONCRETE FOR WALK SHALL BE 4000 PSI AFTER 28 DAYS o o WIRE MESH L_______________________________________� ... :. 3" COVERPAVING. 00 A -2�9-J ELEVATION #5 REBAR CONTINUOUS, EXCEPT -�--� S' 4'-O' H" THROUGH EXPANSION JOINT . ° 1 /8 °' R . PLAN BITUMINOUS SEALER s'-4" 10 REFUSE ENCLOSURE DETAILS HEAVY DUN ROADWAY TYPE INLET FRAME & 1" R 1-1/2" NYS TYPE 7 BICYCLE SAFE GRATE (CAMPBELL FOUNDRY NTS WEARING COURSE CO. PATTERN #3406 OR APPROVED EQUAL) - - BRICK & MORTAR 2-1/2" NYSDGT TYPE 3 CONTRACTION JOINTS ADJUSTMENT-.• 6" REVEAL INTERNATIONAL SYMBOL OF ACCESSIBILITY DENSE BINDER COURSE PARKING SPACE MARKING WITH BLUE / JOINT SEALER BACKGROUND & 3" WHITE BORDER OPTIONS ° / - STANDARD STALLS 1 �8 D 01850 OIR FED. SPEC. G SS-S-1401 MATCH EXISTING °0 4" GRANULAR BASE 4" WHITE STRIPING (TYP.) l STEPS 4" BLUE STRIPING (TYP.) o n � o v CLASS DIAGONAL STRIPING 4' O.C. : > ° SUBGRADE p p CONCRETE 00 I' MAXIMUM SLOPE ON 2' SUMP BELOW ALL PAVED SURFACES SUBGRADE AND BASE TO BE MECHANICALLY COMPACTED 1 'X1 FOR STALL AND AISLE PREMOULDED EXPANSION OPENING 2'_4 LOWEST INVERTL TO BE 1:50 _ g_ _ TO 95% MAX. DENSITY JOINT FILLER CONFORMING 4n TO ASTM D1751 OR D1752 FILLED WITH - �B'-o" B'-o" EXPANSION JOINT 15 FT SPACING GRAVEL SECTION A-A MATCH EXISTING NEW ROADWAY TO LEARNING CENTER 1 CATCH BASIN DETAILS TYPE A /12PARKING STALL DETAILS 3 CONCRETE CURB AND ASPHALT PAVING DETAILS 4 CONCRETE WALK DETAIL NOT TO SCALE NTS NTS NTS EXIST PAV'T PROPOSED NEW 1 .5" NYS TYPE 7 WEARING COURSE #5010" O.C. & 3" TYPE 3 BINDER 1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE #4012" O.C. TYP #506" O.C. N AREA OF REPAIR EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH 1.5' TYP. OF 3' INTO THIS STRATUM. THE EXCAVATION IS TO BE xa . APPLY BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE UNCUT PAVING GRADE VARIES ELEVATION OF THE PROPOSED BOTTOM OF THE LEACHING ASPHALT CEMENT TACK COAT POOL. ALL BACKFILL MUST BE CLEAN ACCEPTABLE 12 12 MATERIAL PLACED UNDER THE SUPERVISION OF THE TO ALL 5 WCUT SURFACES ENGINEER. ' 2. CONCRETE: 4000PS1 0 28 DAYS, WWF A82 & A185 NEW 6" STABILIZED SOIL BASE, REBAR: ASTM A165, GRADE 40 COMPACTED NYSDOT EXISTING ASPHALT U RSES N`• 3. DRAIN PIPE TO BE AS CALLED FOR ON THE PLANS. NOTE: TYPE 1011, OR APPROVED EQUAL \ CONCRETE PAD TO BE PROPOSED NEW 2' PROVIDE 2' MIN. COVER OVER PIPE. COMPACTED SUBGRADE EXISTING STONE BAIE 1 \12 � _ 24" DIA. CAST IRON COVER 15'-0"x 33". VERIFY STONE BASE COURSE I \\- SIDEWALK LOCATION AND SIZE IN FIELD � ��� FLOCKHART #68318 WITH ENGINEER PRIOR � ��= TYPE 6840 OR EQUAL TO INSTALLATION. PROVIDE 4000 CONCRETE 28 DAYS \ IV GRADE CONTROL JOINTS SAWCUT AT 10 FT. O.C. SAW CUT �� APPLY PRIME COAT TO STONE BASE COURSE 8" REINFORCED CONC. 7 GENERATOR CONCRETE PAD DETAIL PAV'T EDGE `� SUBGRADE TO BE MECHANICALLY COMPACTED -TO 95% MAX. DENSITY. TOP SLAB (PRECAST) 1'-0" MIN. NOT TO SCALE RAMP WIDTH ADJUST MWITH PRECAST 8 PAVEMENT PATCHING DETAILS VARIABLE VARIABLE ° CONCRE E COLLAR NOT TO SCALE 9 8 12:1 SLOPE A- 1.Or, 12'0 LEACHING POOLS 6 M1ry'_' DRAINAGE STRUCTURE SCHEDULE CONSTRUCTION NOTES: 5 4 EDGE OF EXISTING A STRUCTURE DEPTH 1. NEW ASPHALT SHALL BE PLACED LEVEL WITH ADJOINING SURFACES AND SLOPED TO 3 1.12.09 TOWN REVISIONS MG SIDEWALK LP-W1 5'-0" PROVIDE POSITIVE SURFACE FLOW TO DRAINAGE INLETS OR IN THE INTENDED FLOW = LP-W2 5'-0" GENERAL NOTES DIRECTION. NO LOCAL LOW POINTS WILL BE PERMITTED. 2 1.11.0 TOWN SUBMITTAL MG ELEVATION OF RAMP w LP-E7 5 0 2. ALL CASTINGS SHALL BE ADJUSTED TO MEET PROPOSED PAVEMENT ELEVATIONS. 1 8.18.08 TO LEGAL & ENV. REVIEW MG CLEAN SAND & LP-E2 5 -0 1. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO THE START OF GRAVEL COLLAR ❑ LP-E3 6'-0' CONSTRUCTION FOR ALL WORK RELATED TO THIS CONTRACT. REV DATE DESCRIPTION BY D LP-R7 5'-0' 3. SAW CUT CONCRETE CURBS AND SIDEWALKS WHERE REMOVAL LIMITS DO 12:1 SLOPE MAX. 1 LP-R2 5 -0 2. BASE PLANS ARE PLOTTED FROM FIELD SURVEY BY JOHN EHLERS. NOT OCCUR AT AN EXPANSION JOINT. JAMES, LASALA & LP-LCI 7'-0' EWALK ASSOCIATES, LLP u c I ❑ o LP-LC2 6'-0" 4. THE CONTRACTOR IS ALERTED TO THE PRESENCE OF OVERHEAD WIRES WITHIN THE �• •o, �CONC. SID ❑ 0 REINFORCED z LP-C1 3 -0 PRECAST LP-D7 5'-O" 3. STANDARDS OF WORKMANSHIP AND MATERIAL FURNISHED SHALL CONFORM TO ONLY PROJECT LIMITS. CAUTION AND CARE SHALL BE EXERCISED TO PROTECT WIRES AND 11 OVAL DRIVE CONCRETE THE BEST GENERAL PRACTICE OBSERVED IN THE LATEST CONSTRUCTION WORK. POLES DURING THE THE PERFORMANCE OF WORK SUITE 129 SECTION A-A LEACHING RING o -D 5 -0 RELATED TO THE CONTRACT. ISLANDIA, NY 11749 ❑ D o D I L - 5 -0 4' PRIOR TO CONSTRUCTION START-UP, THE CONTRACTOR SHALL FURNISH ADEQUATE TELEPHONE: 631.592.2660 ❑ O D PROTECTION TO THE PUBLIC BY INSTALLING AND MONITORING SUITABLE WORKING 5• NO TREE SHALL BE REMOVED WITHOUT THE PRIOR WRITTEN PERMISSION OF THE TOWN FACSIMILE: 631.232.1536 JOB # OBAE-00146 • SIDEWALK RAMPS SHALL BE 7" THICK �, 11'-4" SIGNS, FLAGS, LIGHTS, BARRICADES AND SIGNALMEN WHEN NECESSARY. ARBORIST. CONCRETE REINFORCED WITH 6 x 6 10 GA. W.W.M. 6 3'-0" MIN. ,I�� 4 •w b THE CONTRACTOR SHALL COORDINATE THE EXCAVATION, FINE GRADING AND ROLLING EHASZ GIACALONE GROUND WATER RTRESTAURANT 5. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM PROPERTY OWNER 6 OPERATION FO ENSURE ED THAT AT THE AND ROLLED, END OF EACH DAY THE EXCAVATED ROAD AREA ARCHITECTS, P.C. ALL CONCRETE RAMP SHALL BE BEFORE REMOVING ANY PRIVATELY OWNED EXISTING SITE FEATURES. 4000 PSI AFTER 28 DAYS R= RESTAURANT W=WEST MOTEL ALL PRIVATELY OWNED ITEMS REMOVED DURING THE WORK SHALL BE REPLACED IN KIND WITH NEW. - - - - - - - - - E-EAST MOTEL 7. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH TOPSOIL 431 CONKLIN STREET LC=LEARNING CENTER 6. ASPHALTIC CONCRETE SHALL CONFORM TO A JOB MIX FORMULA APPROVED BY THE AND SEEDING AS SHOWN ON THE PLANS. FARMINGDALE, NEW YORK 11735 5 SIDEWALK RAMP DETAILS 6 STORMWATER LEACHING POOL DETAIL D=DRIVEWAY ENGINEER PRIOR TO INSTALLATION OF ANY ASPHALT MATERIAL. TEL: 516( )420-8383 FAX: 516( ) 420-0195 8. THE CONTRACTOR SHALL OBTAIN DEWATERING PERMITS FROM THE NTS NOT 10 SCALE 7_ BATCHING TICKETS SHALL ACCOMPANY DELIVERY TICKETS FOR ALL ASPHALT MATERIAL. NYSDEC FOR THOSE AREAS THAT REQUIRE DEWATERING. THE COST OF APPLYING THESE PLANS ARE AN INFORMATION ON PLANT BIN DESIGNATIONS AND GRADATION SHALL BE PRESENTED TO FOR AND OBTAINING PERMITS AND PERFORMING WORK SHALL BE INCLUDED IN INSTRUMENT OF SERVICE THE ENGINEER PRIOR TO DELIVERY OF ASPHALT MATERIALS. THE CONTRACTORS BID PRICE. THE CONTRACTOR SHALL SUBMIT DEWATERING SHOP AND ARE THE PROPERTY DRAWINGS FOR THE ENGINEER'S APPROVAL. OF INFRINGEMENTS ARCHITECT WILL BE o°U°U °0 °U0 LEAF 8 WHETHERTHE RACTOR OR NOT MUST CONFORM REGULATIONSLL HAVE BEEN STATED IN THE CONTRIACT. 9. THE CONTRACTOR SHALL DEWATER AND PROVIDE SUITABLE BEDDING CONDITIONS. PROSECUTED 9• THE CONTRACTOR SHALL PROTECT ALL WORK EXECUTED UNDER THIS CONTRACT FROM THE CONTRACTOR SHALL ACHIEVE COMPACTION AND OPTIMUM WATER CONTENT AS POSSIBLE DAMAGE FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL SPECIFIED. PROJECT BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT TO THE SATISFACTION OF THE SANTORINI BEACH OWNER, OF ANY MATERIAL, STRUCTURE OR PROPERTY ON OR ADJACENT TO THE SITE 10, BEFORE STARTING WORK, THE CONTRACTOR SHALL AND DAMAGED BY THEMSELVES OR THEIR EMPLOYEES. CHECK AND VERIFY GOVERNING DIMENSIONS AND RESORT � TOP RAIL ELEVATIONS AND APPROXIMATE LOCATIONS OF THE CHAIN-LI K 10. EXCAVATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH NEW YORK STATE EXISTING STRUCTURES AFFECTED BY THE WORK. 3800 DUCK POND ROAD o FABRI INDUSTRIAL CODE (RULE NO.) 23 AND INDUSTRIAL CODE PART (RULE NO.) 53. CUTCHOGUE, NEW YORK 11935 �V BRACE RAIL (TYP.) CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY WORK RELATED 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER z w m �'�� DROP D LINE POST 11. OF ANY INTERFERENCES OR DISCREPENCIES IN a HINGES (TYP.) TO THIS CONTRACT. ALL UTILITIES MUST BE PROTECTED AND MAINTAINED IN A CONDITION DRAWING �. THE DRAWINGS AND FIELD CONDITIONS. o GATE FRAME BOTTOM TENSION TRUSS ROD (TYP.) THAT IS SATISFACTORY TO EACH UTILITY COMPANY CONCERNED. WIRE (TYP.) JAMES, LASALA & ASSOCIATES, LLP ACCEPTS NO RESPONSIBILITY CONCERNING THE ACCURACY AND 12. ALL BURIED UTILITIES OR STRUCTURES, IF ANY, SHALL w_ 0 4 LINE POST j LATCN�ASSEMBLY / BRACE RAIL (TYP.) COMPLETENESS OF THE UTILITY LOCATIONS SHOWN IN THESE PLANS. BE EXPOSED AND CAREFULLY LOCATED PRIOR TO ANY EXCAVATION. T '� L �J` 3/8 0 \ / {I THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE VEHICLE AND TRAFFIC LAW OF THE STATE 7� O T v v + '+; 12• 13. CONCRETE SHALL BE IN ACCORDANCE WITH THE LATEST ROOSS (TYP ) �\ / ; P GRADE LINE OF NEW YORK IN REGARD TO THE SIZE AND WEIGHT OF VEHICLES. THE CONTRACTOR IS HEREBY NOTIFIED THAT NO VEHICLE IN EXCESS OF THE LIMITS SET BY THE VEHICLE AND TRAFFIC LAW REQUIREMETNS OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL _ WILL BE ALLOWED ON ANY PUBLIC ROAD. CONCRETE" (LATEST EDITION). CONCRETE SHALL - =DATE 8/18/08 DRAWN BY MG ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI 0 28 DAYS. 4'-0., 4•_0 1~ 10'-0" MAX 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY 6 FT. CHAIN LINK SAFETY FENCE SURROUNDING 14• - - CALF CHECKED BY 4000 PSI CONCRETE FOOTINGS 1111 II IIII IIII ALL EXCAVATION AREAS. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRA 60.! , AS-NOTED HE 3'-5" MAINTAIN A MINIMUM OF 1.5" COVER ON ALL REINFIRCING STEEL. - 1I I III IN I I I I �ROJECT SHEET 8 OF B IIII I II 1 IIII 14. CONTRACTOR SHALL OBTAIN ALL TOWN PERMITS REQUIRED BY THIS WORK. 1 08AE-00146 Li I u1 01 1 Ll I I LI I L -1 L _ L a L _ L L DRAWING NO. ELEVATION � _. yW_La91pX NOTE: ALL POSTS AND STRUCTURAL MEMBERS SHALL FACE INWARD AND NOT BE EXPOSED TO NEIGHBORING PROPERTIES. 0 i U El I s• 9 GENERATOR FENCE DETAIL / NOT TO SCALE i� OF N�� LUMINAIRE SCHEDULE # of Type Symbol Manufacturer/ Catalog # Description Lamp Description LLF Type ERROR Pole Mounted, 14'0"Above Grade. U.S. ARCHITECTURAL Type IV Horizontal Segmented Reflector. 150 Watt ED17 Clear / LIGHTING a, it D4 Single Luminaire Pole. Pulse Start Metal Halide 0.77 8 Tot. NOTE: UNE OF APP _ T yo' / YAP DSCP1-HR-IV-150PSMH/ Orient as Shown in Plan. 12,600 Initial Lumens EXISTING SITE LIGHTING TO BE REMOVED. HIGH WATER /• XPK-RNTS144-11-CTBS t i / o\' <o�� Pole Mounted, 14'0" Above Grade. o�'o U.S. ARCHITECTURAL Type II Horizontal Segmented Reflector. 150 Watt ED17 Clear / / cl zoRT D2 LIGHTING Single Luminaire Pole. Pulse Start Metal Halide 0.77 8 Tot. tiF�Pyr DSCP1-HR-II-150PSMH orient as Shown in Plan. 12,600 Initial Lumens F dF C, q ,R`} XPK-RNTS144-11-CTBS /"� P� / i NEW 4'_H-,,"IIN 3s �o O / LINK FFNGE" 2A vGR Oo .�@ v Light Center At TO"Above Grade. r, sa °7 +r o� U.S. ARCHITECTURAL / Clear Acrylic Fresnel Lens. 70 Watt ED17 Clear oro S4�Q co B LIGHTING Cast Aluminum Ring. Metal Halide 0.72 12 Tot. BDAR5-FR-70MH 5,400 Initial Lumens BEACH N1N �Oao °/- 0 m o to z -� COASTAL EROSION HAZARD LINE °off Vt g / 1 '1°"v'` , v v I ,4sT/+vRA T" G Z Vlid 2�� rIN LINK/�� ��° � � � GE a �e vmv 1 Off, c 0 CM IT iN GO 'vq ea5 Gn I E INC, WELLW-1 A LL �� \' n e,�N 1 ] 6q 3a v ]0 9 1, 9 2 35 3 6 1° B LS 1 33 n 24 RW ° 2 3 PRO AN 3 \ \ F e p � 1 - N V/ / `\\ \ EXI J� I\ 3-q 3 SB 1 1 < /� . So 69 z 1/j 1 16p\ 4 0 p `/ ' ^ AN \\\4 .� \\ 1 LA -GuRL( (Qk \ PPS OO \ 0 '1 1604 5 16 3 i'I - \ \ o., ` _ / // u 'P3 1 A 4 z 9 ° \ 2.7 36 23 14 0 5 4 Ji - - - - 1D OJ °. oe / EXISTING 05 3 a 09 o BOGGI BALL 11 41 2 11 07 09 07 ° °,6 5 3J G�ti 09 COURT Be s ° Lz to °9 G 1, G 2q 1q � 2 / ° 1B ],9 °9 1. 31 \\ 11 ° s 9 2,G 1° 02 EXS fNI/ OOO R 26 23 ] ZQlvf '�••• j/ °,p`°va 4 1,9 0 49 �OS_H 9 16 ( 5p�j NIIN& p OL 31 j, OF P1 °6 i 25 °C O / ce \ \ 23 J9A 9 16 UO\ G OveRHEAD UTILITIES 17 ° 14 EXISTING CABANA 4 51 R 2 9,2 3 09 10 EXIT _ �W-z 9 D2 61 2,7 6 7 10 1, 1.a ,s s <�`\ 1 1 E \\ 6 1,9 ], OB O,J 0,9 09 0,9\ .1 1, 3, 0 11 13 ],2 1, 4 1 1 ] 6 EXISTING Ip OOL 7 6" a 2,1 J 1 o In EOUIFMENT 6 \\ h ROOM/TO I LETa 5 n 4 3 1.12.091 TOWN REVISIONS MG 2 11.11.0 TOWN SUBMITTAL MG EXISTING 7REE1 8.18.08TOLEGAL & ENV. REVIEW MG REV DATE I DESCRIPTION BY LINE (TYF) JAMES, CABALA & -� ASSOCIATES, LLP 11 OVAL DRIVE 1 ELECTRICAL SITE LIGHTING PLAN SUITE129 ISLANDIA.IA, NY 11749 1 "=40' TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB III OBAE-00146 EHASZ CIACALONE IRS RNTS SERIES WALL MOUNT LAMP 5126 [75 WATT MAXI ARCHITECTS[ P.C. OPTICS 13-75 WATT � _ ENGINEERING DATA 4' STYLE m."' 431 CONKLIN STREET Maximum EPA•Square Feet $TANIJAA°: FARM NGDALE, EW YORK 11735 D" B' O" Catalog Maximum 100 MPH 90 MPH 90 MPH 70 MPH Ano �RUSTRAD � I .E � TEL:(516)420-8383 FAX:(516)420-0195 Number Ri%1.W91. -ze^- HINTS 104-11 225 12.5 14.7 17.9 20.9 1g' Bsvps R ' THESE PLANS ARE R PINTS 124-11 16s 9a 11.7 14.5 n.x IzsD wprT MAXa INSTRUMENT OF SERVICE RIGHT 6FRONr 26" AND ARE THE PROPERTY PINTS Y94-ii 135 7.5 9.0 10.9 11.9 oSiTiiRue ^^^'I ❑❑❑ ❑❑❑ ❑ ❑ AP 42 I F THE ARCHITECT o°o°o °oo °E PRIM 164-11 119 5.9 7.2 9.3 11.2 L_ PEFIFCTCH 42" 1 INFRINGEMENTS WILL BE RNTS 199.11 100 4.8 5.9 7s 9.9 mLr5yd 4 'T'yl5t'i PROSECUTED PnR RNT9209-if 190 3.6 4.4 5.9 7.2 �6Z _ EXTRUDED ALUMINUM ARM ANO PINTS 209A 135 6.9 10.2 14.9 18.6 .o"y EA61 AwMINUM WALL CHAD "n ' PROJECT L, F ASSEMBLY P m QQU WITH BUILT PINTS 244-7 110 3.2 5.9 9.9 13.1 Fi GA5XS1P0 WIPE Ac5EE5 FOR 1 5.67P ' ,[\l A N R ,�I STI A \/'`1, FIXTURE/SUPPLY WWECOANECTp1N � "V'A ID-� " v` a� - �0�4� `� ]BEACH Olq RESORT B01.ienvF spnoeN WALL PLATE l.l� �' ❑IVRI L--2z'--I-1 MA%Ianu��3K' 0 VERTICAL IiIR5 r -� �.e.s ] 5p 51V, EXTRUDED ALUMINUM CGREE v✓..x.n `=jl w'e 3800 DUCK POND ROE1iD L CONSTRUCTION. A All EODv.design WIDURCIGH ME IPS Do an EDBEamEC Wino tBEES [in' WATT MAX l CUTCHOGUE, NEW YORK 11935 rAUS EGGIINRa .3 WM11G SUR INTERGPAL CAST ALVMINVM I, pKT IR' pALLA5T NRU5ING. IE%ample. PER Moen aL 90 MPH ANOTHU BIS 104 MPH gpwsl 1"5"'" 141x0¢5 E.P.A. MOR n.10 .A 115[11•13.10 DRAWING WALL MOUNT IZE: _ " 1 TI i V MOUNTING STYLES sLAMP So AMP A W ATT SPECIFICATIONS 5PECIFICATION5 - ` \ xPe xPs A RV ISTANTION5 1 �+� 511AFTe CO FORMS TO FA9RIUTEO BRSPECIFlCATIONSE MEETS pRRE%LEEDS MINIMUMSV IELO N"U 61N6: ONE PIECE HEAVY WALL ALUMINUM CONSTRUCTION WIiM1I REMOVABLE BALLAST TRAY FOR NBU9ING: DURABLE, CORROSION "ESI Si ANT CAST ALUMINUM CONSTRUCTION N FUUP HEAVY I -� IL! -L• -- " ?-L 24° 2eF' CONFORMS S* 1A2FI1ASTM-A-SDI 6 EASY BALLAST ACCESS WALL EXTRUDED VERTIGL RIBS AT 9U' $UPpBUNO OPTICAL TRAIN STfl ENGTH BF g%O`E 1.5.1 WALL THICHNESE 11 GA 1120 WALLIBP 7 SA LIED WALLI E.PA.1.0 AS 9PECIFICO REINFOfl CEO HPNO HOLE 15 FUPNISHGO WITH COVER. SHAFT I5 E P iE PEPEO CLASS LENS SURROUNOE 3/IG' RPTIICAL TRAIN: IFRI CLEAR PRISMATIC POLYCARBONATE PEFPp CTOR PRO VmES 5YMMEifl IC LIGHT LENS A55'Y: ONE PIECE HINGED HEAVY GAUGE DOC FORME.(J ALUMINUM OOOq FPAMH DIST P MOTION. BEC BRATIVG CAST ALUMINUM RING ENTIRELY SURROUND$ OPTICAL L FURNISHED WITH FOUND LUG LO CATEO INSIDE POLE ON WALL OPP051TE HAND HBLB LL A M SE IS SEALED TO DOOR WITH HIGH TEMPERATURE CHAMGER SUCI ONE SEAL CAPTIVE TXUMB SCREW BISEN6AGEE LENS 55CM13LV NO ACTIVATES DECIDING: "ACE PLATE: FABPICATEO FROM STRUCTUflAL DUALITY HOT 0.0LLC0 STEEL. MEETS OR FACE US ACCUMINGP TO ALLOW LENS ASSEMBLY TD ONES AWAY FROM HOUSING FOR LUMINAIRE [AN) OECDRATIVE ANGLED SPUN AWMINUM DEFLECTOR ENTIRELY SURROUNDS DATE DRAWN BY ' MINIMUM YICLO STRENGTH OF 36 DDO P 51 BASE TELESCOPES AND 15 CmCUMFEPENTIALLY 42^ 42• A [F.55 WITHOUT THE USE OF TOOLS. OPTICAL CHAMBER B�8��8 HIS ; WELDED TO POLE SHAFT. SLOTTED SOFT HOLES PROVIDE C FLEXIBILITY ON EITHEfl [Vm CLEAR PRISMATIC POLYCARBONATE REFRACTOR PROVIDES SYMMETRIC SIDE OF BOLT CIRCLE CENTERLINE _ __- BPTIL5: COMPUTE" SPECULAR ONE PIECE REFLECTOR I SS.HBOEO SIDE REFLECTORS COMBINE WITH AN LIGHT 013TRIDUTION I p(� p BSEP 9 ANCHORAGE: [q1 ANCHOR BELTS FACE' FROM HOT RDLFEO STEEL BAR MINIMUM YIELD AUXILIARY $PENLAP TOP REFLECTOR 1° PRODUCE q HIGHLY EFFICIENT SHARP CUTOFF IGA5HETING: CLOSED CELL SILICONE. _ -- - 1 SCALE ACJ-NOTED CHECKED BY He �B� [1350 WATT MAXI STRENGTH pF SO.000 P E I.BOLTS HAV E'L°BENLI ON ONE IN AMD ARF THREADED ON OPTICAL ASSEMELV IS flOTATAELE IN 90' INCPEOAENiS J m THE Di HER ENO BOLi5 5 F DL'S GAL VANIZED AND ARE FOENI5HED WITI{TWO NUTS LAIMP HOLDER, MEDIUM BASE PORCELAIN, ANO TWO WASHERS GA5HETING: CLOSED CELL SEEM GASNCTINS COMPRESSED BETWEEN OECD ANC 11OUSING WE"S IN LAMP: IdV OTHERS) 3'10, 1 h" 3'LD.-�i COMBINATION WITH A[[UHINGE"TO PPE55V"E SEAL OPTICAL CHAMBER, -- LOM. A D C BASE[AV ER: FABRICATED FRAM HEAVY GAUGE DUALITY CARBON STEEL TWD PIECE LOVER .. - PROJECT SHEET OF CABRICAT BASE LAMP FURTHER: MEDIUM OR MOGUL RASE PORCELAIN LAMPHOLOEfl EOVIPPED WITI{ FACTORY INSTALLED BALLAST: H P..F./C W.A. AUTOTRANSFURMER. -20' STARTING TEMPER ATU PE. ELECTRICAL - ---J- �BHE-OO 4IJ xpD OSCPI Iq' 22' 13' OVICH DISCONNECT PWG. WITHP DFACTpflV NCTS ARE MOUNTED QUICK"p6CONNECT PLEM VAR UG TflAV, BALLAST IS EQUIPPED OSCP 25 FIN19Xe POLYESTER POWDER COAT THE METAL SURFACE IS PRETPEATCO BY SAND BLAST IB' 2p' IT EP.A•0.63 PP"CE55 FOR MA%IMOM PAINI^ADHESION ELECTROSTATICALLY APPLIED POLYESiEP LAMP: IBV OTHERSI 29•_� POWDER TOPCOAT M SAHAI T HO- TEMPERATURE FOP MA%IMUM HAI....B ANO SHAFT: 5' DIA. E%TPU"EO EROM fiOfi3 ALLOY AWMINOM DRAWING NO. E%TEPIOR HDABILITI.V B ALLAST: H.P.F..1 W.A AUTOTliAN$FDIiMEli..20'5TA"11N6TEMPCNATURE CLECTIICALCDMPCNCNTS gNCNBNAGE: 1913/B"%ID'FULLY GALVANIZED ANCHOR SELLS EACH SUPPLIED WITH TWO NUTS AND m EXTflUDEO ALUMINUM ARM AND RE UNiEO i0 PEMDVAOFE pALLASi iftAR OALLASi IS ECUIPPEO ITH FA[TOflV iWB WASHERS IN57ALLED CLICK DISCONNECT PWG. �U "_I M/V� [AST ALUMINUM WALL BPACNET ASSEMBLY PROV WA WITX DNLT pSCPI FIN16 N: DLVESTER POWDER COAT BTATE DF THE APT 20 51 PRESSUflE POWEfl WASX Ai PINISIG COL VESTER POWDER COAT-STATE OG THE APT 2R 151 PRESSURE POWER WASH AT 190' CLE TEMPERATORE INCOP PGp ATFS FpUP STEP IRON PHOSPHATE Pfl OCE55 TO 6i' O CLEANSE ND BE, THE METAL SURFACE FOR MAXIMUM PAINT ADHESION _ '� W N ES. LY WIDE ACCESS FDR ['B WATT MA%.I 92' FI%TYRE/SUPPLY WIRE CONNECTION TF.MPEPATUPE INCORPORATES FOUR STPD Ifl CN pH^SPHME PROLES$ T REANSE AND ELECTRO$TATICALLV APPLIED iF.NTURED POLYESTER POWpEfl TDPWAi IS BARED AT 1 PRCTREAT THE METAL SURFACE FOO MAXIMUM NT AOIIE510N FL[gTOflCOsiAT CALLV q00 TEMP CRATUPE FOP MAXIMUM HARD NE55 ANO EXTERIOR DURABILITYT 1 9 TEMPERATURE TEXTURED POLYESTER POWDER TOPCOAT IS BAREC AT P WALL PLATE PERATURE FOP MAXIMUM HAPONE55 ANB EXTERIOR DURABILITY II VL WLUn t1 .[I" tll 'I S li` ' r' 'II Y FOUR LIGHT 015T"IBVimN5 bOmllwllon bL WHIon14n' AVAILABLE. 3"LO,-�1 7.5p Stt. BPTIGL SYSTEMS ENCLp5EC 4 C 00 l WIMPACT RESISTANT TEMPERED 4 \N, / %! ARMS ARE HEAVY WALL .L CLASS LEND. - E%TPUDEONSO ALVMINVM L S9 40 3-1%�I / N CONSTROCTmN F.BAO HL DNA[ 1/2'°A, DEFLECTOp 15 FIELD ARM OPTIIII ARM 5ECTIBN I•SG' ,qll{ALES P... LECT. yrf N�H41 NE o NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD DECORATIVE COMPOSITE T.O-. TOWER PEAK _ _ PANEL- SEE DETAIL 4/TG-2.I r AT ELEV. 48'-9" "CULTURED STONE" PAGING. OWENS CORNING, DECORATIVE COMPOSITE PANEL SEE DETAIL 3/7G-2.1 GLASSIG SERIES. I 3/4" THICK NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, FINISH: CABOT BLEACHING OIL I-G. (TYPICAL) DEEP SHADOW. COLOR: DRIFTWOOD PROOF PEAK AT ELEV. 31'41 - - - NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. FINISH: CABOT BLEACHING OIL # I-G. (TYPICAL) NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG sL FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. + s FINISH: CABOT BLEACHING OIL # I C. (TYPICAL) �T ELEV. 241-0" iiij - - - - �T.O—. 2ND FL. SLAB AT ELEV. 12'-O" ILL y�—T7,0, 15T FL. SLAB T AT LE—V0 _011 _LL _ - �- - - - - - - - �� - - - - � - -L LL - - - - - - - - - - - - - - "CULTURED STONE" FACING. OWENS CORNING, GLASSIG SERIES. 1 3/4" THICK EIFS SYSTEM OVER DENSGLASS GOLD EXTERIOR SHEATHING, OR APPVD. EQUAL g3OUTH-WEST ELEVATION S/16" = NOTE: I . TOP OF SLAE3 EL. O'—O" U.O.N. (DATUM EL. 22'-0") T.O. TOWER PEAK _ — — 21-0" AT ELEV. 48'-9 — — — a I/2" I/2" Q 4 T NEW ASPHALT SHINGLES: OAKRI06E PRO 50 AR, — \J DEEP 5HADOW, COLOR: DRIFTWOOD 5/4" THICK COMPOSITE KEY I �l FLA PANEL - WHITE 'O ry 9 3" — 8 7 ROOF PEAK - "CULTURED STONE" FACING. 01NEN5 CORNING, d — — — — THICK COMPOSITE 6 AT ELEV. 3l'-9" - NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG GLASSIG SERIES. TRIG PANeL - wHIrE 5 FACTORY STAINED EASTERN WHITE CEDAR SHINGLE5. 0 4 10/30/013 ISSUED TOZBA NFR FINISH: CABOT BLEACHING OIL # 1-6. (TYPICAL) 3 07/01/013 ISSUED TO ZBA NFR NEW ASPHALT SHINGLES: OA,-RIDGE PRO 50 AR, GUARTER ROUND 2 0en2/o13 ISSUED TO BUILD DEPT. NFR DEEP SHADOW. COLOR: DRIFTWOOD COMPOSITE MOULDING COM 1 0s/02/0e ISSUED TO OWNER NFR REV DATE I DESCRIPTION BY xEHASZ GIACALONE ' I" _ ARCHITECTS, P.C. LII/2' II/z ..�- FMNEW CEDAR SHINGLES (DOUBLE GOURSE). MAIBEG b' --- - —TO._3RD FL. SLAB -FACTORY 51 AlNED EASTERR jgT7E-GED7FR SHINGLE5. 431 CONKLIN STREET r AT ELEV. 24'-0" FINISH: CABOT BLEACHING OIL # I-G. (TYPICAL) eLEvarloN secrloN JAN 1 4 2009 I FARMINGDALE, NEW YORK 11735 TEL:(516)420-83-8383 FAX:(516)420-0420-0195 EXTERIOR DETAIL THESE PLANS ARE AN L 113 I" = 1'-0" INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT BEL °oo� °oo q,-4 INFRINGEMENTS WILL BE „ PROSECUTED 6" I'-6" 6" I'-10" 8' I'-10" b" I'-b" 6" PROJECT .o. 2ND FL. SLABSANTORINI BEACH T r ELEV 12'-0 RESORT AT — I 3800 DUCK POND ROAD CUTCHOOUE, NEW YORK 11935 DRAWING ELEVATIONS I T.O-. 157 FL. SLAB _ _ _ _ _ 3/ DRAWN BY T ATELEV. O'-O" - SCALE AS CHECKED BY NFR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — ELEVATION OUARTER ROUND secrloN PROJECT SHEET OF — — — — COMPOSITE MOULDING 0-112H.01 I XX EXTERIOR HANDRAIL "CULTURED STONE" FAGING. OVJENS CORNING, EIFS SYSTEM OVER DENSGLASS GOLD TrP.) IL MOUNTING BLOCK— GLASSIG SERIES. 1 3/4° THICK EXTERIOR SHEATHING, OR APPVDI". EQUAL 4 EXTERIOR DETPtDRAWING NO. MTHICK COMPOSITE D AR�y� SEE DETAIL 8/7G-5.2 1" ' 1 PANEL - wHITe 2 N10R�H-WEST ELEVATION NOTE: 1 . TOP OF SLAB EL. O'-O" U.O.N. (DATUM EL. 22'-0"). �F lHL ST PSE r T.O_. TOWER PEAK r AT ELEV. 48'-q" - - - - - - - NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD PROOF PEAK V - - - -AT ELEV. 51'-9" - - T.O. 3RD FL. SLAB r AT ELEV. 24'-0" - TO. 2ND FL. SLAG - m r AT ELEV. I2'-O" - NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. ® ® FINISH: CABOT BLEACHING OIL # I-C. (TYPICAL) "CULTURED STONE" FACING. OWENS CORNING, CLASSIC SERIES. 15/4" THICK T.O. I5T FL. 5LAB _ _ �� _ _ _ T AT ELEV. 0'-0" J NORTH ELEVAII QN —T.00.. TOWER PEAK _ r AT ELEV. 48'-9" a z "CULTURED STONE" FACING. OWENS CORNING, GLASSIG SERIES. I 5/4" THICK NEW ASPHALT 5HINGLE5: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOODY � � ROOF PEAK _ _ _ _ _ _ NEW CEDAR 5HINGLE5 (DOUBLE COURSE). MAIBEG 9 r ATELEV. 31 -9" FACTORY 57AINED EA37ERN WHITE CEDAR SHINGLES. 8 FINISH: CABOT BLEAGHIN6 OIL # I-G. (TYPICAL) 7 6 NEW CEDAR 5HIN6LE5 (DOUBLE GOUR5E). MAIBEG FACTORY STAINED EASTERN WHITE CEDAR 5HINGLE5. 5 4 10/30/08 ISSUED TOZBA NFR FINISH: GABOT 5LEAGHIN6 OIL # 1-0. (TYPICAL) 3 oirovoa ISSUED TOZBA NFR NEW ASPHALT 5HINGLE5: OAKRIDGE PRO 50 AR, 2 05/19/08 ISSUED TO BUILD DEPT, NFR DEEP SHADOW. COLOR: DRIFTWOOD 1 05/02/08 ISSUED TO OWNER NFR REV DATE DESCRIPTION BY T.O. 3RD FL. 5LAB EHASZ GIACALONE -- - - - - - - - - - - -- - - AT ELEV. 24'-O" ARCHITECTS P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 ® TEL(516)420-8383 FAX:(516)420-0195 I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY �°o°o °oi° ❑i OF THE ARCHITECT ❑o❑ ❑❑ ❑❑ _ INFRINGEMENTS WILL BE T.O. 2ND FL SLAB PROSECUTED T AT ELEV. 12'-0" 1PROJECT SANTORINI BEACH RESORT ® ® ® 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 "CULTURED S70NEl' IFAGIN0. OWENS CORNIN5,1 GLASSIG SERIES. 1 THICK DRAWING T.O. IST FL. SLAB TT - _ _ _ _ ELEVATIONS ,4T ELEV. G - DATE s/taloa DRAWN BY �5 USOUTH-EAST ELEVATION SCALE A5 NOTED CHECKED BY NFP,2 8/Ib" = I'-O" PROJECT mi25.01 SHEET i OF xx DRAWING NO. NOTE: 1 . TOP OF SLAB EL. O'-O" U.O.N. (DATUM EL. 22'-011) AL Ak I `g QPn l Olq 9 Fn . ``PS N .a$3 orW3 _ rr_�F IHE ST PLE NEW ASPHALT 5HINGLE5: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD NEW ASPHALT 5HIN6LE5: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD NEW CEDAR 5HIN6LE5 (DOUBLE COURSE). MAIBEG NEW CEDAR 5HIN6LE5 (DOUBLE COURSE). MAIBEG FACTORY STAINED EASTERN WHITE CEDAR 5HINGLE5. FACTORY STAINED EASTERN WHITE CEDAR 5HIN61-E5. FINISH: CABOT BLEACHING OIL # I-G. (TYPICAL) FINISH: CABOT BLEACHING OIL # I-C. (TYPICAL) L Ll "CULTURED STONE" FACING. OVENS CORNING, CULTURED STONE FACING. OVENS CORNING, GLASSIIG SERIES. 15/a" THIIGK GLASSIG SERIES. 1 3/4" THIGK PART WEST ELEVATION 2 FART EAST ELEVATION 3/16" = I'—O" T.D. TOWER PEAK _ —__ r AT ELEV. 48'-9" — — — ROOF PEAK_ —_ AT ELEV. 3'1F ------------------ K Y FLAN 9 NEW CEDAR 5HINGLE5 (DOUBLE COURSE). MAIBEG 8 7 FACTORY STAINED EA57ERN WHITE CEDAR 5HIN61-E5. FIN15H: CABOT 5LEAGHIN5 OIL # I-C. (TYPICAL) 6 5 4 to/3o/oB ISSUED TO ZBA NFR 3 07/01/08 ISSUED TO ZBA NFR T.O. 3RD 2 05/19/08 ISSUED TO BUILD DEPT. NFR - SLAB — �AT ELEV. 24 -O' 1 osrotioe ISSUED TO OWNER NFR REV DATE DESCRIPTION BY EHASZ IE ARC H TEC SAPONE 431 NKLIN STREET El =LlI FARMIMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 T.O. 2ND FL. SLAB _ — THESE PLAN ARE A AT ELEV. 12'-0 INSTRUMENT OF SERVICE ■°° °■ °. AND ARE THE PROPERTY OF THE ARCHITECT ❑°❑ ❑❑ ❑❑ INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 T.O. 157 FL. SLAB AT EL � � i � D^-.AWING ---- ----- 1 - - ELEVATION5 "CULTURED STONE" FACING. OVEN5 CORNING, GLASSIG SERIES. I 3/4" THIGK DATE s/ia/oa DRAWN BY 505 3 PART SOUTH ELEVATION ��ALE A5 NOTED CHECKED BY NFR 5/161, = I -O" p�IOJECT oT2eoi SHEET i OF xx DRAWING NO. SSE13 1111111116 Q. O K4 � � °Frxe j SITE 3800 DUCK POND ROAD T.s y.. 4' t F3 � "ar Peso Its }� uucnlry� ce" Enn � i;R E GIIfCH6aE'♦ CLTCHC UE ,T ,e SiATV11 ; ww fi'yID "• ±d�E 4b i AN SCALNI • . y�bF' Cutch,°g �ue fl1°h..rc FiP MINN New5u1(oI - ,,. , p x KlIpt[I[ucICS�---- ryeWlSulf, I.YlCµ�k 'iT"3� z3mi 4au - a m SITE PLAN APPLICATION FOR SANTORINI B ACH R SORT 3800 DUCK POND ROAD CUTCHOGU 9 8 7 6 5 TOY N OF SOUTHOLD 4 3 2 1.11.0 TOWN SUBMITTAL tB 1 8.16.08 TO LEGAL & ENV. REVIEW REV DATE DESCRIPTION SUFFOLK COUNTY , NEW YORK JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB f 08AE-00146 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 DRAWING LIST • THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY °°° °°° ° C-00 COVER SHEET (SHEET 1 OF 9) INFRINGEMENTS NGEF THE MENTS WILL BE NAME & ADDRESS OF ORNER/APPLICANT: C-01 EXISTING CONDITIONS & DEMOLITION SITE PLAN (SHEET 2 OF 9) PROSECUTED JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY C-02 ALIGNMENT & SCHEDULING SITE PLAN (SHEET 3 OF 9) PROJECT SANTORINI BEACH 158-11 HARRY VAN ARSDALE AVENUE C-03 PROPOSED GRADING SITE PLAN (SHEET 4 OF 9) RESORTFLUSHING, NY 11365 C-04 PROPOSED UTILITY SITE PLAN (SHEET 5 OF 9) 3800 DUCK POND ROAD C-05 WEST MOTEL & RESTUARANT PROPOSED SANITARY& STORMWATER DRAINAGE PLAN (SHEET 6 OF 9) CUTCHOGUE, NEW YORK 11935 C-06 EAST MOTEL, TRAINING CENTER AND CABANA SANITARY & STORMWATER DRAINAGE PLAN (SHEET 7 OF 9) DRAWING C-07 SITE DETAILS & NOTES (SHEET 8 OF 9) C-08 EROSION & SEDIMENT CONTROL PLAN & DETAILS (SHEET 9 OF 9) C o �-4 F_= = 7- DATE DATE eiieioe DRAWN BY N� .SCALE AS-NOTED CHECKED BY Ha PROJECT acne-ooiae SHEET 16F 9 DRAWING NO. — — — — — — — — — — — — - - - - - - - - - - - - - � r - - - - - - - - - - - - - -� gJ B-1A S-2A G vJ I B-3/MW-1 BSA I GL rsi u: Gawxp s mF PGuxp sursF E I ) A8Z SSCW I B-5 B-6 reuse]':) Gnpu Cl rcE'L GapuxG suaFACE ORGAArvI UGA E. CE NAND IN 9LL AA..S1 FINE IEL+6 i6'al Rpurvp suR +i 6.Y puxp suRFncE I mlxsn nrvoS I I %is6 IpLIFTEll I I pHGARICLUSET paoAN,CLO F L IMM°,iP'GPgVEL • LENSES II L 1-06 /� �/ Po / L 1d6 16PBgrvLL^I EGNM FINE SANp GMVELLY9MN, pl S /VOY �� O / 6 b 6�ANGD 66GME STILT, SOME 51LT, p fiP RCCT9 (SPI IAdfi) SiRp 61LTLOA^ TR GOPAVC�L SILT LINE OF APP T 0 ,`°% r\' I I NAVEL ww 6 °Ta GRAVEL I nds I mu n,�m I HI6H WATC-R % rEY L p iR° GRAVELL,,I /y �/ ryN 91LN eE9p GITB)NB6Bj I TY FlXE9MA 1 , , TR CG.UL BILT I SIILLI IANC, PNC.60ME SILT Icul-0b13 RL GPAYEL 9IL I CLlp l(11ds) SP B66 S GMVE BNN. iB 11. TBdsry L 16M)p W51 FME NCois !� _� tV mFINESPIID IGH eR 'B GMV[LLY 9AHp +B RNIN CPR,HER SANC, T 19PIIAdv) '� / OOiS pIYM FlXESANo • try W9BLE,911T • < IN GRAVEL,9I LT SAND,IS GRAVEL, rV 9IML 16651 T ME TR GM LT GMVEL,9IL / //// � / �/ � 'V� I Sl1Y CUY _ (SPI I6d5) I I XGIIi 61PH-TON I°P116851 I 10 . I 6P 16Eb Rl9P)16661 I T I GM PLIe 661 NC I TRI lly SILT EG Q{ 6AHC,SOME SILT NGHT ePN-TAX 16 s THINSIFIB RS I fff SPHC ILEN�9E9 SNiD TN GMVEL RAND. TPN SET (6p11665 I S 6PND.TR GP/bEL • ,6 Su+01£N9E3 Y� I • TE 9PAVEl fiILi , I T / LIGHTSEN-TAN I 1SP11Bd5) WT LIGHTeR6X-TAN UND,IR GMVEL LIGC T�PG'MAN I NSAN,665) ^ / I/ / 9 O BEWHAOOITIEx S ISP11L6M AN IAP)I—) . — `.HOTAaaxnµiE Ispllwfi)VE I IISP1Iw5)ve �F �� � d <} I wm Iw I �`� O�� �'� fir. ro I spm vE ; �6 fisnilW,m,cTRnEVEL . I rvexrv.sn MN .`O \ v] 2F I 36 T i I 96 i AND i 91 LT I TAISPNI SILT rvC• T 9FNBWlp Y 28� I /d T9 v swq IRaNAVEL ; vwaoN.swp, wB TR SILT I laps(I O� RE)SITE) HE RI)LERS)` I I B (6P116b61 f9Pl le'95) I iP GPgVEL ER, ]B BIR.9ILTB REl l6u) (6P)(eEs) IS IS N.OF SORINGSid• ENC pF WPING d]'tl• I I Ery0 OF BORING Yd• BEND pF BCNINp99L'• I I +END OF BORING s2'd•, fL��/ 1 Wi N 99 CLA951 FIp ATICN N 6B CLA961 FIGAiION ryry e F0 QE i " - 52 I I I riN W El 'B • WiN 99 CLA6EIFICPiION • I I GN 6Np pF pRING9R• V V `\ 9B CLA631FICgTICN LIN 9B CLA931 FICATIpN EXISTING Z m.D^pEFs wlR++ssGREEN / SANITG SOIL MECHANICS I SOIL MECHANICS I I VENT' O X �\ \ \\ \ \ \ \ I DRILLING CORPORATION DRILLING CORPORATION RPORATION SOIL MECHANICS \\ \ \ nomew+m,6pw-s6n6oxp,u,rvswrpR,-Isn)zz Lzsn aIro61EPN¢K apnD-sEgrpap,u.NEw vON,.6+S."I'Sss DRILLING CORPORATION OAST•AL c OSION \ \ I I 1 I I sTISmERNISUBSURFACEOILIGAIrpa,-m,6l ailsv] ,� SUBSURFACE INVESTIGATOR SUBSURFACE INVESTIGATION SUBSURFACE INVESTIGATION \ AC EXISTING E \ \ \\\ a.,b IMVE z6a w.o pLsznefi A A \\ \\ OGVE.NEJJYORN I I cVTCHCGVE NeWYaRR I I CIRGHOSTE-NE YGRK l/' 3 / � V �,�(� A A \ V \ 54 I 0692A6e 1^1 \ REFUS RECEPTACLE 1 \ \\ ` s \\ \, \ \\ \ I J A AT NDRY 0M 3 YV A V TO E M JAN AN A L — — — — — — — — — — — — — -J L — — — — — — — — — — — — — - L_ — — — — — — — — — — \, \ TV i EXIST,N� `,\ \ >. , 6 TEST ISI L D6D - BHOLE 2– U - RE UR� T ,G > \ �'� /BUILDING - \ �_'FENGE LINT \\ \�� \ \ N DEM 0 5 �/'\ 12 /�, 1a� \ \ \ \\\ TE Tl / / \ (SE H,DWGS) \ \ TEST\ \ AFB-1 s'6 U �OL6 \ \ \g\\A \ \\\\\ `— — / EXISTING WELL NOTES: \ WELL W-1: q / EXISTING STORM 6 No. 5120279 GONG. DRAIM TO REMAIN \ INSTALLED BY KREIGER WELL & PUMP EXI TIN5 INELLW\ r TESTGG \ —48G \ CORP-, COMPLETED AUGUST, 2002. / SEAWALL _e ASEIST IN 1� ,r�,1�L�( / 11 PPS n EMO W BO A\ \ \\ �) \\�ST\ 45 _e \ WELL W-2 bEMQ F 1 T BE RE 0 ED \8J �"- & REMOVE B \ s HOLE \ 44 No. SS8840 AIRS gp\ ..(/yam \ 1 \\ 9-3A `42� \ \ INSTALLED BY KREIGER WELL & PUMP \ �_0� \ EXISTING II 1� \ Mme'-7a��ao� \ \ \ \ 1--6111 TE CONCR CORP. COMPLETED JUNE, 1976. \DEI. OL EMO INSTAL IBE B-2 ( EE ARC RAM \ —1a a6' r RE VF;D" oXISTING O. 9 V / o �.\ \ \ �\ 9'Lij /I. METES AND BOUNDS, WETLANDS AND PHYSICAL 5TRUGTURES SANITARY-LIEACHING Q 1 DEMO FOR / \ �O�s��V /\ \\ \ EXITING \ \ \ \ \ 1 �J'o�Y ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G. -POOL O NEW ST RS \ P \��' / �� I T TO Lp 9S o EHLERS LAND SURVEYOR DATED 4/5/00 E REMOVED (TY P 2 \?U 0 -C EX TING F�II7S \ F \ \h \� BE MEM VED (TYP) ` So (SEE SCHEDULE \ �V \ L+ </ PL'�LY GOU TEST GST \ \ I c/9�,5, TOTA_ AREA OF PARCEL = 16.59 ACRES THIS DWG.) \ \ \ \ \ ` F 7 a �"BL5 1 \ B 4A \ \ 1 1 1 \ 1 I I Se��� ELEV4TION5 REFERENCE LE TEST Q J1 I SL o^` LE B-1 `y N.6�� \ aP��-1 \ aJ \ I M I A \ N 5,50D DUCK POND ROAD \ �6RJ EXISTING \ 1 \ I I 1 \, \ ` I 1 \ cod} TONq OF S � TOWV OF 50UTHOLD \ 5l \ O P�y` 50GG 5AL�' \ SUFFOLK COUNTY, NY m I 5 C, T 83�GTION, LOT d BLOCK 1000-85-2-2 EXISTING PSQ.� \ / t,2� STNC� OUT 001' \ \ \ tT '� IOOJ-&3-2-IT2 FIRE HYDRANT �F,2 / \ / -�WMMNG EOL A \ I 1 \ \ \ \ �(nS �� LOCATION OF 5UBSURFAC.E FAGILITIE5 IS APPROXIMATE AND SHOULD BE TAKEN AS SUCH, CONTRACTOR SHALL FIELD ✓C-RTY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED 2e\\ \ \\ \ \ \ ��� �Ti9< BY THE WORK. i s NOTE: SAWCUT ASPHALT / / ✓ / a/ x \� \ \ \ \\ \ \ A\ TAX LOT #83-2-1 , 2 AND 17.2 HAVE FOR WATER `, OVERHEApJ UTILITIES ��/ 2XISTING C'}1ADANf`S I \ \\ \ \ \ \ \ \ \ BEEN MERGED AND AND A NEW TAX MAP SERVICE WORK.j + ECO DEMO/ I NUMBER ASSIGNED BY SUFFOLK COUNTY TOWN ROAD 1 \ \ \ \ �\ 8 REMOVE \ 1000 GALLON PRECAST \ \ \ \ \ REAL PROPERTY (#17.3) REPLACES THE 9 OPENING PERMITS I \ \ \ REQUIRED. OVE HEN SEPTIC TANK TO R MAIN 1EX2 TING ELL \ \ �'9G�/ FORMER 83-2-1 , 2 AND 17.2 TAX MAP P�Oy NUMBERS. 6 �\ ELECTRIC \ \ 1 X18 `�I-18A I \ \ s\�( \ \ S oL(� 7 1 XI5TING POOL 6 / \ I EXISTING /TEST I I I \ \ ( c z LEGEND 5 \ SEPTIC TANK EQ IPMENT N / $o„ mitis otiF 4 RO M/TOILETS TEST I F F TEST 9<TEST B-4 Qo m `�, 89p HOLE B-2 9 SOIL BORING LOCATION 3 1.12.09 TOWN REVISIONS MG / PREP ASPHAL TO (2) 8'OXB' DEEP PRECAST ./F T/o \ I I I I RELIEVE 1 AL" TO LEACHI,IJG POOLS TO RE,FIAIN I I \ \ I l \ / rV EXISTING SANITARY POOL 2 1.11.0 TOWN SUBMITTAL MG EXISTING \ / / I l 8"0 WATER) I \ / WITH PIPING & VENT 1 8. ATE TO LEGAL & ENV. REVIEW MG REV DATE DESCRIPTION BY MAIN (SCWA) 1 / ���T� EXI TIN T EE \ \ N / o-/ EXISTING STRUCTURE JAMES, CABALA NE\TYP) \ / J AB— VA / N\ DEMO & REMOVE EXISTING `4SS�CA'IATES> LLP EXISTING OVERHEAD ELECTRIC 11 OVAL DRIVE CONTOUR LINES SUITE ISLANDI129 A, / 49 (TYP) TELEPHONE:IY631?92.2660 2 as \ \ \ \ \ I h� FACSIMILE: 631.232.1536 JOB 08AE-00146 EXISTING may- ���323p\� OVERHEAD 'C / �- �� �� e V T r w / ELECTRIC (LIPA) �� ' G�oG 8 \ \ I I EHASZ GIACALONE �oERTY LINE ARCHrrECTS, P.C. � 431 CONKLIN STREET //F� FARMINGDALE, NEW YORK 11735 \\\ \\\\ \ \ �2z �\ \ TEL•(516)420-8383 FAX:(516�20-0195 / 49 4\\\\\\ \\\\\ THESE PLANS ARE AN o a� % /� / / / \\\\\� \\\ ` / \ \ \ �54� INSTRUMENT OF SERVICE ��WQP //�ry6 a// �/ / / /� \\ \\\\�� \\_ \ \ \ \ I AND ARE THE PROPERTY ❑❑❑ ❑❑❑ ❑ \ is — �, �T OF THE ARCHITECT o°Uo °Uo 00 p ro o/ 2/ / // �Aa� ^ \\ \ ��\\ \\\ `\ �26� \ \ \\ \ \\\ so INFRINGEMENTS WILL BE / �� \\\ \\ y \ '8. PROSECUTED �q6 �\ �VV � PROPERTY LINE 0 PROJECT SANTORINI BEACH RESORT 36 \ \ \ 8 \ / �5g `\ 3800 DUCK POND ROAD �/ � \\Jy\ 36� o a a a I I / � \— � CUTCHOGUE, NEW YORK 11935 38 l l h /sA� / r' \\ �� \4244 \\ \ / / I ' I I I ' / DRAWING \52_ —_ �XIeTINC� CONKITION� N S�Go4e� D� OL ITION � IT� PL 4N _ -' 8/18/OB MG ^, ro m / / / / / LAND NOW OR FORMERLY OF ss PROPERTY LINE TIMOTHY IT OR FORMERLYEANEFP STEELE -`.+; DATE DRAWN BY A' r V NICHOLAS ALLIANO SANITARY STRUCTURE REMOVAL SCHEDULE: _ _ - - - SCALE CHECKED BY � NOTE: POOL No.: 1.ALL EXISTING SANITARY SYSTEMS WERE SAMPLED/TESTED JUNE 2008 .. - - -,y� AS-NOTED HB 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16, IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. St. '" 1 PROJECT SHEET 2 O 9 x 1( `�'—' OHAE-00146 19,20,21. 2.EXISTING SANITARY LEACHING POOL STRUCTURES ARE TO BE COMPLETELY f� /58 / r REMOVED UPON HEALTH DEPARTMENT AUTHORIZATION EXCEPT FOR THE \ EXISTING CABANA SYSTEM WHICH IS TO REMAIN IN USE. WING NO. i '�I �V Y�UF8S51l11J/ S EXISTING CONDITIONS SITE PLANc 1 01 MEIN "-40' - OF rvEy /\ MCDONALD McUONAID MCUONM.O NHD{Y'ER" GBQSC.�NCfi GHDSCIHNCH/ T \ am moo TEiTX NII— .e-`,T1,am ev l[[oEET -E nvle, •,utl,[san, emom•a',n,nm. )mf a[n TXOLE. ..XEET 1ERXOLEp.L.XEET .nn IT, ry°m. .I:aTLeq.t ww LINE OFAPP-®. q0 U� / \ s�anv[: eam.w„ acs n�au'1 9 ...l.. HIGH WATER / / / \ Tq Mep Numhrt' IYo"-J19-1 T°x Map Numh°p IDx MIP N°mG:' P,ojaa,I—p,l°^. :11° ill— P,o,e[.Oeenlpll°n, p,°e[I..... ll°n / �'-9y pale' J/.`91111, i,Jhlm pole' 1/11TI. pale; Llnl/Oli / / Oyd II11Iua vnntl ena lump o V 0 , --------- l,5` II1xoJ ,,:ma1 zl,a 3°zm Illxra ua„a ena I°am �N/.��q•-�TY O /a f� ______ „L,iL.e_. ,In^ aa°e"k n 6,,°1.m ° ^ n a ° m�, it„a aaa ° . , spN AIN -------- NK FENCE aaL° paa nT ,.^ „, m I aaa ,° 9� le ° IaY "1. aaLd a "a O+ camm.m.. mh°[ ,^=a,I^m=aa ,".,• nal°.' °a=,a=° e[mm.ma as°, a^°a„eeee,n a.J, nao°„ °o=ea=^ comm.nl. me„= a°°°aai°.aa n.o a°tela .°=na, /, l'1/ ! / A ja, 1-1 ^"m 1-1ep...e ou / a iY / k 5EAry COASTAL EROSION HAZARD LINE \ \ TE.T Xp1Ep1T...NEET '' ` � i /i j '. � A'�, !II •\ Nem. .na La 'ADA' HANDICAP/ QOC� '\ T..M.p Naml., ,["o-a°-J-,z i ry RA �. `/ �� II /j” Q \ Pmlen pee[ap,bn. ate rla. 16 RISERS N 4'x5' MIN. _.,. . ^a .,1En 0 /.-/ ./ 1 .-'� N •y ! DOWN , ADA EXTERIOR E, 4 RISE S^ 9 + AREA FOR \ RESCUE ASSISTED AS RE S /•"/ /"/ I! 3 RISERS DOWN 93.1 �' \ WELLEXISTIW WELL NOTES:-1; OTES: P _-_____ 16.3- CORP. z.a Pala nr°°e ema m meamm a.no a \ : ! DOWN 8•, � No. 5120279 1 \ CORP INSTALLED BY COMPLET ED AUGUST,EIGER 2 02 UMP EXI TING LLW—i ® CONDENSER UNITS N°L== + s g1, � I � �\ ^ peLa n=e,m Tln= Le meaiam ea^a . IN CONCRETE PAD \ WELL W-2 23, No. 558840 Lase^ °°^e°.ea ,e.enme:, 4 � `� f1 � INSTALLED BY KREIGER WELL & PUMP "_.^" SOCeh'°^ pe°ka° \ \1 -0^ \ CORP. COMPLETED JUNE, 1976- 4 976. �' RETAINING tNAFLbNCE & GATE '\ , LIPA SPEC \ O s; 41'-�1� TRANSFORMER PAD '\ o, o_ E. "dt PAD ,e°'° 5 ADA I m� a ^�• EXTENSION \ 9 d i 9 ��,•••"'� ` 9°z � VN. ��� ':a � �'• ''\ �i< 1'O METES AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES � `N� C CR `7.O ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G " O\, 00 P��P ' �\�� \ t SID AL 21• 10" \•,\ 9SSpRT FREERS LAND SURVEYOR DATED 4/5/00 V o ~Nk�VJ STAIRS & 5' \ Q.p�� �'+ �\ i CORETAINING WALL '\ 0 '9 TO-i AL AREA of PARCEL = 16 5q ACRES WIDE CONCRETE p5Q �� CR '-O” �.� W/ FENCE ••\ �`SF.P N WALKWAY \ •� \P� / \ '' �`� FBF, e• N>- ELEVATIONS REFERENCE U5.6.5 1,000 GALLON '\ G'OT�2 SITUATE ` \ O �• - �/ _--"'-`------ 1 `r AG PROPANE TANK O Cy 1 \�G•,�NO 1O 5800 DUCK POND ROAD \ Q gONQ 6`1P >'�� _ .\*_;=' 6,_0„ 3 m O S� GUTGHOSUE ~~ $ \ OGT 0 ,\ T_ WN OF SOUTHOLD EMERGENCY SUFFOLK COUNTY, NY STANDBY \ r S,G.T.M. SECTION, LOT 4 BLOCK - \ 1• �L`!�@t N 129'-I m GENERATOR '\ 'P�,. 1000-83-2-1 I000-03-2-2 !C00-05-2-11.2 a \ " ----------- ��. / \ �. LGGATION OF 5U55URFAGE FACILITIES IS APPROXIMATE AND - '- '�O 1/ \ 15'-0” RAD 31 '-10" <y ''\ Sjd SHOULD BE TAKEN AS SUCCC H. ONTRATOR SHALL FIELD M.U.T.C. STOP SIGN, \ _ �\ oo F.I, `.ERIFY THE L06A7ION5 OF EXISTING UTILITIES AS REQUIRED WHITE STOP BAR & AeNGS E" THE WORK. \ 4" WIDE BL F y UBLE ELLOW LINE \ / PA EN MARKINGS , (\ � ° PAVEMENT MA' \ FOR 2 (TWO) \ HANDICAP PARKING '\ VERHEAD UTILITIES 2 STALLS �� •\ . DIRECTIONAL ARROW \ \ \ N, WHITE PAVEMENT V- EXISTING WELL \,,\ �9G� 9�;^^• ru W-2 ' 8 MARKINGS ' Y \ l 7 / W T 'r 0 0 4 \ 44',g.. AA^,2' / \ 890 R- /041 2 11.11.0 TOWN SUBMITTAL MG 4" WIDE WHITE i \ 1 8.18.06 TO LEGAL & ENV. REVIEW MG \ PAVEMENT MARKINGS FOR STANDARD / \ REV DATE DESCRIPTION BY \ \ PARKING STALLS (TYP). / \ '•\ JAMES, LASALA & / \ ASSOCIATES, LLP \ / \•.\ 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELE / / \ FACSIMIILLE: 631.232.12536 JOB # OBAE-00146 �� � EHASZ GIACALONE qq�� ARCHITECTS, P.C. '"C- 0 EXISTING TREE LINE / \ 431 CONKLIN STREET 9 Q % TYP) / \•.\ FARMIINGDALE, EW YORK 11735 �0 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN 0 Q INSTRUMENT OF SERVICE � 0 �Q o �� / / /,/ \•.\ AND ARE THE PROPERTY X00°0 Hooi° ❑0 OF THE ARCHITECT o00 00 ❑o PROSECUTEDTS WILL BE FROFERTY LINE \ p / deo / / \ PROJECT \ SANTORINI BEACH / / \'•\ RESORT l / '\ 3800 DUCK POND ROAD \ / CTJTCHOGiTE, NEW YORK 11935 S8 as \ RAWING - -- - - - - - - - - - - - ----------------- - -, - ALIGNMENT S SC EDUL INCA / LAND NOW OR FORMERLY OF OF DATE Bile 05 DRAWN BY MG ,\ PROPERTY LINE LAND NOW OR FORMERLY E -� -� NICHOLAS ALLIANO TIMOTHY T. STEELE d JEANE P 5TEELE AS—NOTED CHECKED BY H5 ( � ROJECT HEET 3 OF 9 /• - III I,F - �w�..:. _ �DRAWING NO al p° ALIGNMENT & SCHEDULING SITE PLAN _ I"=40 C - 02 C INN I LINE OF APP T G HIGH WATER / / /// /%'%/✓//��/���� ��� /�^�I l 11 NO / // //j%///;/✓/// I ,/ ono II `SD� C)P �ry0 /i�' // / � Gl _ ` � v �v s gR <o�FV� / /� / BE/aOH/ —52-- ,, ,, �oa51wL ERoslory �A. SII �\ � H•QZARD, LINE` - `i.r EXISTING , V REFUS � RECFSPTACLCV AT LAUNDRY ROOM TO MIAN �� ._ } V // -�� - � .�` \�A I� v A A \ � � �V ,_, AA\�� \•. v v A AAS A I RE�SYPIURANT ',. 7 V�� �. / / �4F1.tfNKi AV "d Id 1j v A V A AAV A \\ A V A A WELL WELL NOTES: -sa— — __ — _— — _ \ No. 5120279 INSTALLED BY KREIGER WELL & PUMP //GONG. 1 WE LW \ - - - - - - _—aa- \ \ / A / \ � \ _ - - _ _ - \ \ \ \ CORP. COMPLETED AUGUST, 2002. SEAWALL - - -"6- \ \ \ \ WELL W-2 No. 558840 -42- - - � \ \ \ \ \ INSTALLED BY KREIGER WELL & PUMP CORP. COMPLETED JUNE, 1976. -RETAINING WAL \ \ \ \ \ \ \ O - - - ,i 1 TRANSFQRMLK PEAU \ \\° \ N b ' 1 \ @ T NSIO\NaMETES t7� ���' "1 �� l `i d, 1 \ \ \\ \ \\ r yrj; ARE SCALED DIMEN51ONALY DFROMDSURVEY BY THNGOTURES v � \ C \ \ \ A \ CRAW RR \ \ \ <}_O '� \ \ 1 \ PR ROADWAY EO TRAWSFORMER\ \ \ \ \ \ \ I S 'P� FREERS LAND SURVEYOR DATED 4/5/00 ¢ SA \ 0 0y \ \ACCES \ \ \ I \ � O C \ \ \ \ 1 I \ 9 TOTAL AREA OF PARCEL = 16.59 ACRES PLk3 ., H A• v § r I I N WALL \ \ \ \ \ \\ \\ I I \ r�S � 6\I W FENCE EEE`✓ATIONS REFERENCE U.S.G.S. \ Ib b - DPT 11 0 \ I O y 2 I I I I f I o I 'c^� SG SITUATE: \\ c2 \ o \ <�c s�} Geoo o�uE POND ROAD - I A 0 GR VE j PAD I I I N \ \ I I \ OL TOWN OF SOUTHOLD EXISTIT C�--_____ _ = s 50r � -FALL /� \\ x��0 I\� \\ 1 E IN ED IA OR I I \o \ \ \ I \ \ � �TA SUFFOLK COUNTY, NY F EL \ \ \ \ \ \ \ 1000-5C7.M. SECTION, LOT & BLOCK I I \ \ \ \\ \\ \�s ` �\ �'FS 1000-83-2-I � 1000-83-2-2 `� (� T NK I \\ \\ \ \ \ \ \\ �\ \� O�'p 1000-88-2-172 ' /�i= .�D/ MMNG �� 11 ? I I \ \ \ \\ \\ \ \\ \\ \\ �. S �� LOCATION OF SUBSURFACE FACILITIES 15 APPROXIMATE AND r / ' TrIQ Rn \ O SHOULD DE TAKEN AS SUCH CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED / 2 BY THE WORK REFUSE \ \ RE�CEPIAO\E \\ \ s NOTE: TAX LOT 83-2-1 , 2 AND 17.2 HAVE NC QSURE\ \ \ \ \ \\ \\ \ \ ° N \ ' i EXISTING rAE3ANA I \ �\ \ BEEN MERGED AND AND A NEW TAX MAP ` OVERHEAD UTILITIES— `., \\ \ / _� \ \ \ \ \ \ \ \ \ \ \ NUMBER ASSIGNED BY SUFFOLK COUNTY REAL PROPERTY (//17.3) REPLACES THE 9 N� EXI$TIN6\ ELL\ 9G FORMER 83-2-1, 2 AND 17.2 TAX MAP v V A v A 8 W-2 \ \ \ �r NUMBERS. A V A A wmA V A \ V A / O`p We �L 82 A V <p 7 v i A A m A V oP 6 \ \ \ XI'STING POOL / \\ `\ ` \ \\ / 6i� 9<-00 952 5 \ — EQUIPMENT �� 4 \ RdOM/TOILE-TS/ \ s 4 / v 90 9 3 1.12.09 TOWN REVISIONS MG / I I I I I I I 1 \ \ \ \\ I\ 1 � \ I /•/ I 'F. rro2 1.11.0 TOWN SUBMITTAL MG 1 8.18.08T0 LEGAL & ENV. REVIEW MG of / X�v / REV DATE DESCRIPTION BY — _ — � EXIyTIN� Ti EE — / I INEv(T-rP) v X �r JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE __ __ _ - _ SUITE 129 - - - ISLANDIA, NY 11749 �- - - - - - - - - - - - TELEPHONE: 631.592.2660 \ \_ \ ,o`I \� \ / i / , \\ \ \ \ \ \/ \\\ \ 1 I I / � / FACSIMILE: 631.232.1536 JOB (f 08AE-00146 ___ \ ,\ \ \� EHASZ GIACALONE — — — — — \ \ O ✓ / -_ _ -_ _ --_ _- -- - - v ' v v v Y PROPERTY LINE q�� � ✓ / / / III I I `_ _ ' — --- -__-- -- � v �z �zo, ,,� `��,�' ARCHffECTS, P.C. c / ✓ - -- — -- -ax X�T G � L�NE �� A v \ / A \ \ 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 0 / 11 II II \\ TEL(516)420-8383 FAX:(516)420-0195 40 / \ _ _ _ _ O 0 ' /' / / \\\ — \ \ \ \ \ \ \ \ 1 I — — —sa— _ _ ESE PLANS ARE AN Q 6 / \ / \ AND ARE THE PROPERTCYE _ _ _ _ _ ,3 — — — _ r OF THE ARCHITECT ❑o❑ ❑❑ ❑❑ .000 ONO 00 / a —26_ ./ \ ` \ \ \ \ \ \ \ \ \ \ so\— _ I / I INFRINGEMENTS WILL BE /� / ✓ _ i✓ PROSECUTED g _ _ O / \ I ° \ \ ` \ \ \ \ \ \ PROPERTY LINE / _ 0� / ' r /i 6' � '^ _ `P4s __ — otr /- - - / — \ \\\ \ - - - - \\ /. // PSvROJECT _) // / /' / ',-3s, ' _ �O 46 . J_ _ _ - - - - - N\ ` ANTORINI BEACH `�0 \ \ ___- ____- -. - -/32- - - - - - _ - \ � � � \ � � � � - _ - - \\ \ \ 11 I /' / \\ RE'SORT � � 38 \ \ 56- 3800 DUCK POND ROAD 3¢ _36— _ - �\ � `36� �V I ry � e � � � ' \ � CVI'CHOGLTE, NEW YORK 11935 — ;\a_ \ DRAWING X92, l I / l I / I I I I / 589'53'40"W 1293.92' \ -525p- - _ - - — - - - - - - -- I —� �- .® � � — _ - - ir%,/ 56- - - - - - - - - - - - - - - - LAND NOW OR FORMERLY OF PROPERTY -INE O HY T STEELS 4 JEANE P. STEELS NICHOLAS ALLIANO i - - ATE e/1e/oe DRAWN BY M6 LAND NOW OR FORMERLY OF TIM T - -y ,SCALE As-NOTe� CHECKED BY HE, PROJECT SHEET 4O 9 08AE-00146 DRAWING NO. 1 PROPOSED GRADING SITE PLAN sr or uC -03 - o W 0' F 7 " 4 ne /`.• //�^�o� I NOTES 1.B"0 S.C.W.A. PUBLIC WATER IS AVAILABLE IN DUCK POND ROAD & A SERVICE TAP WILL BE / / �/ /; BROUGHT TO THE SITE. m ll�^ / 2.EXISTING WELL #1 ON THIS PROPERTY IS TO BE USED FOR IRRIGATION PURPOSES LINE OF APP %7f�PO ' / /° l/ � ��.. - i w EXISTING WELL #2 ON THIS PROPERTY IS TO NOT BE USED FOR ANY POTABLE SERVICES. HIGH WATER / / / / / �// _ - , 1 3.EXISTING SANITARY STRUCTURES ARE TO BE SAMPLED AND TESTED IN ACCORDANCE WITH pSANITARY STRUCTURE SCHEDULE SCDHS REGULATIONS. STRUCTURE No- RIM EL INV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH 4.STORMWATER DESIGN BASED ON 2" RAINFALL. < �O SMH - 5.SEE DWG. C-O5, C-06 FOR ALL SAN & STORM CALLOUTS (TYP). 0, �, 18.75 16.60 XOVR ST 4 18.30 �o S O 18.75 XOVR ST 3 16.25 10.75 � l Ll �. 18.75 XOVR ST 4 16.25 18.30 - •� °ay \\ •.\ I I I 9,I�oP 18.30 18.30 18.30 18.30 pl < 'y, 18.30 18.30 18.30 18.30 30.'- \ \ \.\ �'•IS�- 1 ° Yc _p�O '�,<}- 18,30 15:85 15.75 5.25 5.15 10.00 LEGEND FI I \A ry/ Co" �v 18.10 1s- - 5.15 10.00 LP-N O PROPOSED 12' DIA. II I 1\��` I m o50/ o'? �( 0 18.40 15.65 - 5.15 10.00 STORMWATER LEACHING POOL /O s�'2r 1850 15.65 15. 5.15 10.00 15.8 PROPOSED 5TORMWATER ROOF 5.15 10.00 .-sr-s-sr- PIPING-b" DIA. GPP Y \ 2 \ - - \\ \ 11 1 1 1 II 1 I I �I\?'�, \ 04P� 18.50 15.65 - PROPOSED SANITARY PIPING- / ROOF STOOM / R 66LEC'AON\ \\ \\ \ \ 1 \\ \\ \\ \ \ 1 I I �, \ -sz- <opry LP7 18.90 15.65 - 5.15 115.9v 15.6510.00 -s S--S- 4" DIA. PVG SDR35 SYSTE�4`Elp S TSD�y v A V A A A \ V V I \ V A V A \� f ao p!5 LEACHI SPO L`, \ \ \ \ \ \ \ \ \ \ \ \ \ \ q DLP3 _ _ 1 10.00 PROPOSED SANITARY FORGE MAIN-SDRII Z� LP9 1 .50 18. - 8.50 10.00 -FM FAIFM- /- \ Jim LP11 18.90 18.90 - 18.90 10.00 PROPOSED SANITARY GREASE TRAP 10' DIA 4 VVIA L 1 - 10.0 �OASTA,L EROSION \ V V A \ \ V A V V A A V A A \ \ ,,T 11 A HTCZAR� LINE� _ v AV A V A \ \V A A V A R A V A A\ Ate _ _ \ 4" DIA. `SA[J"'INV. LP-y� C, PROPOSED 10'DIA. SANITARY LEACHING POOL / ' A A A \ A g0DOWNSPO T 9.13 \ (TYP.) °04° s X1Co V A �\ V vI \�v AA y\\ ( \`2s `\V A V A AV A A\ '\ SMH#' p PROPOSED 4'DIA. SANITARY MANHOLE i /9' A AV r, A A A \ \\o \\V AV A AV A •'\ m �', \ \ ` PROPOSED SANITARY LINT TRAP 30 \ rn LT / �:°E„ 1'STIN6� ys° s i \ P •'� \ \ \ i w \ \ \ �/ ` \ \_ _ _ PROPOSED FUTURE \C TROL \ \ �o \ \ I \ \ \ \ \ 'w \s \ \ \ •\ - -ss F SANITARY LEAGHIN6 POOL \ e -PA �0 / �• aQ°�" ,BUILDING IM,L4NK/ ' 1 1/ (TYP v A V A A V A \ V A A V A A A A \• Or: / ' z s d v \ V \ V A 4v? � \ \ V A A ° 1 /1 \ \ \A� l \ \ B 501E BORING LOCATION EW E/ON�\ � \STATION,. `93 \ \ \ \ \ \ _ ' �' EXISTING WELL NOTES:RIM EL 1.25 C \ \ \ \ O PS(J PROPOSED SANITARY PUMPING STATION \ \ No.L 5120279 EL 7. 3 \ \ \ _ CORPLLCOMPLEKED IAUGUSTLL2002 UMP O DB7 PROPOSED SANITARY DISTRIBUTION BOX XI TING WELLW�1 N\ PROPOSED WATER 4 FIRE SERVICE CNDENSER-HNiT� _ - \ \ \GONG ° n 4" ¢ ` \ OI�CONCRETE46PAp \ \ \ \ WELL W-2 3"CW 4"FS /005EAAALL °+°"" ,42_ _ _ \ \ ,\ \ INSTALLED BY KREIGER WELL & PUMPMAYS 2Q08 ° T1 �� \ ! 45'_1 I,i _ � \ -aa- - \ \ \ '•\\ No. 558840 ,FIELD MEASURED °,°do° 11.5 °. '• / \." 4 // EP - - \ m \ �\, \ CORP. COMPLETED JUNE, 1976. �, J PROPOSED 10' DIA. SEPTIC TANKS 26"-28" FROM o NV g L \ \ � \ ; '\ ,_8 _ 'ao- - \ \ U`-' N GRADE TO'\TOO'P s 8. g �' L1A1� TY \ __ Y, - RETA`ININ WAtL\ \ \ \ \ C\ \ EXISTING SAN PI ° µ 9`z. ° I� \IN / // l\ - - \ \; LIPASPEC, \ \\ \\ \\ \ \ \\ \•\\ \ 0 BOTH MOVE \\ - \ i I �; BOLLAR \ o EL - _ I'-9 \ \ _- -�, - i- TRANSFQRMEJ2 PAD BUILDINGS L 0 t /�'- - PAD \ \ \ \ \ \ '`� ,I, EXISTING W " ° s q^ ,ry i \ \ ES r S MP ATIO Ui EATER RO / i \ \co c' \ 1 r, 3 \ 1 \\ EJ(TENSION\ \\ \\ o`°° O !,•,°" DEL DWG. C \, 1 \ �0' 4" PVC \ 1 A \� \ a \ \ \ \ \\ \\\ \ EHLERS LAND SURVEYOR DATED 4/5/00 BY JOHN G. „ \ 2 \. 0\n��\. IN \\ FOR 9��� METES AND BOUNDS, WETLANDS AND PHYSICAL STRUGTUR ¢ / \ RE //Fs i° \ 1 SB 0 �.OX R AREA OF PARCEL 16 59 ACRES >....,..,,,•` Q � 1 E I L \ PRO AN ROADWAY FO \ \ - \ \ \ \ \ \ }S ARE 5GALED DIMEN5IONALY FROM 5 R �`' P� (� T AY�SF01'CMQR\ �20 \� Q° ,4 STING DS¢yyQy INa.3L� B I 7 \ AN \ \ C� >? \ \ \\ \\ o� TOTAL \ ' FLAX COU a \ ac S \ ~^�,°4;••°` \ �c s vyM \ `: \ \ COq.C, INV ELT\ ELEVATIONS REFERENCE US,GS "DIA 4" I� \ CONCRETE \IA A\ \V A \ V 11 II A� �6`SFi(s CW `° \\ 7.571 \ i '� RETAINING FWALL I I \ \ \ \ 1 I I \� ffS}0 „ \ SWM ° N AR ">. / > c° c �( "a \ I \ / FJ \(TYR e c \ o /- - CG l 1 6"I M I 1 1 T Z SITUATE " TE AL 1 y Q a' I o �� p G SSEMBLY = -�- s----- --- -__ _ ' 1/ \ �d M h \ D PTH[ TWO SI )12'1 I I \ ''\ \ I '" I .\ \ < 'SO 3500 DUCK POND ROAD ___ a _ - i! �, I 101 -4" P� GR VEL DIA- 6' I GUTGHO6UE `e \, SAN (TYP) --.._ PR' -r+ \ R \ \ i SDR3 O 1.0 • bEPTH I \ \ I \ \ O } INV ' i EX S y--_-____ 1N`' I \ AD I I N \ r LTOWN OF SOUTHOLD SAN 1• �" EL ,�' ��C-E \ I FORM \ I \ \ \\ E'} SUFFOLK COUNTY, NY „ 5 RM 4- IA C �� ! / o- 0 1 1 \ I MO ED I I \ \ \ g•1 / GN �g ?3 "G `FM INV \ 1 P•ENERA ORLEIyXING I \ \ \ \ 1 \ ' \ 5.C,T.M. SECTION, LOT 4 BLOCK (TYP)\ TYP) / D 2"P° A.'FM c, P 11 EL 14.60 I \ POOLS / 1000-83-2-I �� ,� J SAME J0�1.25� /L F� �'O Sxm / I 12�'_I'� \ \ o I W/F EL IpIM ELI 1 \ \ \ \ \ \ •\ \ '(s�` \ COVE TRENCH ^ '\'\D I T NK 1000-83-2-2 ZC) \ IA. FM '4 / I /1 122.801 a` rQ/P/lAE /��AcNL1. ' - S 1 M STAOIOIip= i' EX I,57 NCT OUT OOR \ I \ \ \ \ \ \\ \ \\ \ ' \ \� \ %P� QO LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND -= L 2" W / / ,n 1/�I"II"IMN� POCK I y\ \ \ I 1 \ \ \ \ \ \ \ \ \ Si b/ SHOULD BE TAKEN AS SUCH. CONTRACTOR SHALL FIELD `ANE' M EL DH1_52--$ CLEANOUT/ / / \ o \ \ \ \ \ \ \5' \ \ O a VERIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED \k., s FLUS NG I ST Ti I \ s 1 r \ \ \ \ \ � \ F,I� / \ t STATI N (TYP) Qo _ 73'-1 (5 "10'0 S N \ \ 2 \ N \ \ \ \ \ \ \ \ .p •\ \ zj9 C,7 El THE WORK. CV,J ys / 9 h' SEPTIC TAN \\ \ \ \\ \\ \ \ �O •\ \ <� pS�(Op METE / '/ / ( �� / - I '64"/A PVC T4 TS CONC. PAD i \\\\ \\ \\ \\ \\ \ \ \\ \ \ \\ \\ \ \ \SR O' / / \ \ S DR35 � 1.0C 1 \ \ \ \ \ \ \ \ \ \ \ •\ `Sfs,ho LP7 \ \ \ \ \ \ \ \ \ \ \ \ o N 30•-4"0 PVC I \\ \ \ \\ ` ` \ \\ \ \ \ Po c / OVERHEAD UTILITIES \ G • ¢ • P6 IS A 1.OX I \ \ \ \ \ \ \ \ \ \ \ \ ••\ 1 �[✓ /p 9 f \� HOT BOX FOR DDOMESTIC '2� P2 \ \ \ l9 \ \ -.4 Pi ® ^r I I \ \ \ r• �\ & FIRE/ SERVICES ^ \ \ \ \ \ I h BUILDING GR B \" \ \ \ \ \ , P7 \ \ \ \ \ EXISTING\WELL\\ \ \\ \\ \' \ 9GP oS���o^/ OSS FLOOR ]� FROM STREET �. _ _-+ ) I • / v� • • I I \ \ \ \ r \ \W-2 \ \ N / LP1 • 4 h D I I w 2 \ \ \ as \ \ \ \\ \ \ \\ \\ ' \/ OL< �,yo AREA SCHEDULE: 7 ` EXISTING / \ \ J, ^ Yri_� • L A \ \ \ \ \ \ \ 7ji S F. 1.WEST MOTEL:8,030 SF 6 \� SWAYER \ I � \ I I h L NOW 10'0%10' EFF DEPIWK I/ g' 1 \ \ \ \ \ \ \ / I \, S5s 1 4 2.EAST MOTEL:8,285 A. �i I \ \ I -' ' LP3 L PRECAST SAN UEACHING P 0 1 \ \ \ \ \ I 6• �< 9c�/' I y4 I cI 3.RESTAURANT:3,154 SF 5 MAIN / ' \�-4" WATER TrAP IN S7 EET \ \ I sXYT / (TYP). I \ \ \ \ \ \ \ \ \ \ \ / \ \•, �S co o% 4.CABANA:1,634 SF q/ � \ 1 I EOU Pip I I I 1 1 \ \ \ \ \ \ / �. `1� F o STRAINING CENTER:15,000 SF • N \ \ o, ti ti 4 SAW CUT ASPHALT \� \ FOR �" SERVICE 70, \ 1 1/1 \ \ \ \ \ ` 4 TOWN ROAD OPENING ` \ / PROPERTY 1 I E IS I APPROVED �O�NI/ IL , I I j 1 11 I \I \\ \\ \'o \ p I \ N / \\ \ .\ 890 R9T 'zy 3 PERMIT REQUIRED Ti \ I / II I ARY SYSTEM / L7P1 I /, 1 F. % % 2 1.11.0 TOWN SUBMITTAL MG \' \ 1 8.18.08 TO LEGAL & ENV. REVIEW MG 0 1 I \ _ 1 REV DATE DESCRIPTION BY /I F F \i - � EXI�TINrp TFEE \ \\ / \) \, JAMES, LASALA & vINev(TY�) ASSOCIATES, LLP \ \ \ \ \ \ \\ / I / // \ 11 OVAL DRIVE SUITE 129 TELEPHONE: : 11.59 TELEPHONE: 631.592.2660 azo- _ - - - - - - - - - - - - \ / I \ , \ \ \ \ \ \ ,y\ y�� / \ FACSIMILE: 631------536 JOB �! OSAE-00146 - - - - - - - - - - - - \ / \ \ \ \ \ \ 1 I I / � ' - - - - - o_ - - - - - - / EHASZ GIACALONE _-_-_-_-_-_- - - 9 I / , ARCHITECTS, P.C. a ---_ - - - - _ \ \ \ \ -, q+ \ /\ \ \\ \\ � � Y\ \ .\ PROPERTY LING 1 v -- _ _- -- v `vzvz �zovv o/z /'o / _ _ \ o o 431 CONKLIN STREET I I - - - - - - - - -_ - - -3gX � ffzE� �NE 00 0� ) \ \ \\ / \ \\ \ /\ I 11 \., I \\ FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN / / ti / I I i - '4° _ - \ \ \ \ \ \ \ - - -s4- _ _ _ INSTRUMENT OF SERVICE O i U' i / /// \ \ / / �j I az _ - - JI \ \ \ \ �\ \\ \ \\ \\ \\ \ \ \ \ \ 1\ - - - \• \ /a AND DTHE ARE THE mooC oo D 'P / / ' INFRINGEMENTS WILL BE _ °, _ -2s- 1 \ \ \ \• \ \ \ \ \ \p so, - - - - �� ` \ / - - ` / PROSECUTED , ,an- ` � \� \ � \ _ \ � � \ � \ <T \ I \\ \ \\\\\ a� _ - - - _ _ _ � \ / PRJPERTY LINE \ / 20y�Q o / o \ \ \,\. \ - - - - \ / PROJECT �o _ , - �-_ - - - - - _J_ _ _ _ _ _ /' / \ SANTOIZINI BEACH 35' � ' 1- - - - - - - - _ _ - - - __�.- / \ _ - - _ - _ - - _ - - _ - - RT - - _ - -/32- - - - - - - - - _ _ - \ \ _ RESO _ _ _ _ _ _ / 34 _ \ \ 38 \ \\ 1 I 1[ [ / \ �-s •N 3800 DUCK POND ROAD - - - - - _ was- - _ \ \ CUTCHOGUE, NEW YORK 11935 DRAWING T - - -_ _ - - e, ---------�'yy '_-;--_ - _ _-- �------ -�=a 44 - - - -- z _ 724 L_ ITY / i ' / i /' � ' 589'53'40"W 1293.92' s -- _- - _ /'/ / ./ / ' � � �ss 5q- - - - - c - ----- - LAND NOW OR FORMERLY OF DATE 8/18/08 DRAWN BY M� ,/ � ' - PROPERTY LINE TIMOTHY T STEELE 4 JE - - '� ' .,- -.-..- LAND NOW OR FORMERLY OF _ - -... ,. �....... - ' - \, NICHOLAS ALLIANO F ANE P sTEE E KED B SCALE CHECKED �""". . AS NOTED Y HB PROJECT 1 SHEET 5 O 9 DRAWING NO. _ r - - -- -�� N -04 1 o as you PROPOSED CONDITIONS SITE PLAN � m W S 1 =40' E%IST et DINING NOTE: NO BELOW GRADE STORM PIPE ON AREA NORTH S1DE OF BUILDING. �N? LANDING C�l NEW HO RAMP3'-O" H GUARD RR RAIL AM, e 4Z'�v MIN � .12 AX � Z,4i6� BY��9� / STORMLL -\ ]� EXIST. -- II ♦ . �. 3AR J�'ALJ a , / 16'-4" / PVC DR35 \ A\ - SAN SEWER O DR X MIN. Yn 8'/ GREASE TRAP "]- I i i I I I I i START HEADER SYSTEM WITH MIN. 2' OFA COVER OVER PIPE -- ------ ----- -- _ - ELEG ROOM 6" DIA. DOWNSPOUT (TYP) STOR 6E Io4 55'-6" 6"/ STORM CPP COORDINATE WITH II ROOF DRAINAGE HEADER 9 ARCHITECTURAL DWGS. OI.OX MIN. PITCH. CONNECT DOWNSPOUTS TO HEADER SYSTEM (TYP) \ I ! TOIL s T 6AN,IE RO M ! tANTRY o T IOT BREAK-OUT ROOM Io9 - - _ - - _- ! CORRIDOR II' 12b PRECAST CONCRETE DATA CENTER Foal 12'/ PRECAST CONCRETE ! loa S(TYP.)ASEE DWG C C-07 FOR STORMWATER LEACHING POOL l PROPANE TA (TYP.) SEE DWG C-07 FOR 4 EMR. SEE PLUM DETAILS, AND SIZE. DETAILS, AND SIZE. ,r!"'j,, '1 L oBY IIS DRAWING I STORAGE " Ito I STORAGE STORM X10'-6"F1 ! " / OFRGE ! Ell I STORM CPP / STORM fPP ) 114 STAI \ LP-LC2 4 LP-LCI 4" DIA. \ START HEADER SYSTEM HOUSE WITH 2' OF COVER- TRAP \ LP-LC3 OVER PIPE (TYP) _6 ---------------a 79'a" / STOR�CPP / 1O DECABOVE I�- 25'-0" LlO' 0" U 3^/ WATER. AREA \ rK ROOF RIDGE 1 TOSMT. FOR CONTINUATION LINE (TVP) �^ SEE SITE PUN. SEE SITE 2 12' DIA STORM POOLS pL-AN— 6"/ WATER. FOR SITE PAN ST b SEE SITE PLAN � � / IN STORAGE I-J- ❑ EXTERIOR � GLOSEf \ • UNIT a UNIT 39 vi �• . I0 \ GREASE RAP S'-4"J �• �.\ ,\ >* I.OX TORM CP Ip I 0 ❑o I � ss s s� o U I I I ill I m !I UNIT-1 3l I � SEETO SMI SITE INAGE li Ir srsT�srTsr PLAN. .v �. ADERPITCH. ROOF AREA TS TO(TYP) (DRAINAGE III I U IT it I I I II ; III , ! III ; ; III 1 I r' r uwrs UP III 0 1 1 1 1 UP 12'/ PRECAST CONCRETE f_1_,_i L 1-. LLL-LL-L L I_ 7STORMWATEE LEACHING POOL ""_"-' r^ (TYP.) SEE DWG C-07 FOR Sf—ST�Sf Sf IF I � DETAILS, AND SIZE. I I I D K CEGK A VE ABOVE LP-E3 U IT I LP—E2 ! Ll 1 o DOWNS � O j 1 X34'-4^ /7 TORyPPST ST 1 FIRST FLOOR TRAINING CENTER PLAN 55 9 IL UNIT q3 261'x4"/ PVC DR35 SAN sSEWER O 1�.0% r 8 } O 7 6 N {I� 5 I ROOF EA � I 4 4"/ PVC ENCLOSED-711, 1 ROOF STORMWATER COLLECTION, I U (ORAI ACEI 3 INSIDE COLUMN (TYP) 1 PERIMETER GUTTER h DOWNSPOUT Di 1 '^ G6 2 11.11.0E TOWN SUBMITTAL MG SYSTEM DRAINS TO HEADERS & p u LEACHING POOLS (TYP.) 1 8.18.08 TO LEGAL & ENV. REVIEW MG �I(� -- 116'-S- / ST01 CPP ¢ ST ST ST ST ST —Sr ST ST ST o �N REV DATE DESCRIPTION BY --- ABOVE---- -------- - -------------- ----- �---- ---�-------- ---------Q-------- ,� JAMES, rL�ATSALA & STORM CPP ! UNIT 11 5 s s s� N� ASSOCIATES, LLP Sf I Q Ir---- SfSf Sf 11 OVAL DRIVE li sr sr� SUITE129 I ISLANDIA,IA, NY 11749 ROOF AREA I LAunIVRY TELEPHONE: 631.592.2660 �`---- (DRAINAGE) t==— --- I ❑ FACSIMILE: 631.232.1536 JOB # 08AE-00146 ❑ UNI 24 UNIT 25 __ ❑ ❑ UNI 26 _ uNL 2 _ _ ❑ ❑ NIT a_ _ UNIT a _ ❑ _ uwr so _L _ ❑ ❑ ❑ ❑ ❑ ❑ — �= EHASZ GIACALONE - )- - vi 4" DIA. DOWNSPOUT ( AGE)1 ARCHITECTS, P.C. ROOF AREA 1 (TMP) O (DRAINAGE) O O ❑ III O w I 431 CONKLIN STREET 9 .1 ❑ 16'-4'� N sr tM cpP FARMINGDALE, NEW YORK 11735 0 0 0 0 0 O 0 0 O 0 O 18'-4"STO TEL:(516)420-8383 FAX:(516k420-0195 UNIT 44 UNIT 43 UNIT 42 UNIT 41 UNIT 40 =` 1 L 1 ) 1 mM M I THESE PLANS ARE AN - i INSTRUMENT OF SERVICE o" I i AND ARE THE PROPERTY �°0°0 oi° of L-- „a OF THE ARCHITECT 000 o0 00 lo'-o" LP-E7 �� W — • INFRINGEMENTS WILL BE T PROSECUTED u - -L -------� ❑ ❑ ❑ ----- � y $� N LAUNDRY NY PROJECT ' i I I rc CAPPED FOR FPC SANTORINI BEACH O❑ �O O❑ Qo ❑o a oN N U N - u� " N RESORT rcb y + a 4" FIRE SPRINKLER 3800 DUCK PONDD ROA 12'/ PRECAST CONCRETE v, I T� CUTCHOGUE, NEW YORK 11935 STORMWATER LEACHING POOL �^ n N s 5 ssusaD EOUIPT (TYP.) SEE DWG C-07 FOR TO FM BRANCH I 1 ROOM DETAILS, AND SIZE. SEE DWG. C— N. c+h m� 5116 —4" / PVCsND S 5 SAN SEWER O 1.0% MIN. 9 FOR CONTINUA 5s sSS5 5 p 5 SS s DRAWING TOIL. O TOIL. ' 158"-1.5" / HDPE DR9 SAN SEWER FORCE hMN �— O❑ �4 EAST MOTEL, TRAINING CENTER 4 CABANA - E/ONE SANITARY 6 STORMWATER DRAINAGE PLAN E MODEL o--�J5�J5 15 15—A5�y5 y5 JS—JS 15-15�ffi �6 'S 15 15 16 15 DU LEX 3 63 -6 / STORM CPP • 1.00% MIN. (TY 63 -6 / STORM COP O 1.00% MIN. (TYP.) DP LE% _ SANITARY -;rW X-F - .'. TE 5/15/oD DRAWN BY mc _ PUMP STATION - I,, LE As-NOTED CHECKED BY He 12'0 PRECAST CONCRETE LP-E1 STORMWATER LEACHING POOL II 1'I P�xG,J ECT 08AE-0014 SHEET 7O 9 a (TYP.) SEE DWG C-07 FOR I;(,v' 14 ', 12 II i L DETAILS, AND DRAINAGE I ' - STRUCTURE SCHEDULE FOR UfCdAI DRAWING NO. SIZE. C-06 1 FIRST FLOOR CABANA PLAN 1 X43,9 FIRST FLOOR EAST WING PLAN 1"=10,_0„ 4" CONCRETE PAVEMENT F FINISHED GRADE 1/4 " / FT (UNLESS SIDEWALK, CURB AND PAVING NOTES: OTHERWISE SHOWN) (PITCH AWAY FROM BUILDING) 1. CONCRETE FOR CURBS SHALL HAVE A MIN. COMPRESSIVE STRENGTH \y \\y `\y\\� A OF 4,000 P.S.I. AT 28 DAYS. FOR DETAILED COMPACT SUBGRADE TO 95 m-- - mIALDE SPECIFICATIONS SEE ORDINANCE. PROCTOR DENSITY 6x W x WIRE FABRIC DO VARIES a o 0 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET. CONCRETE WALK SECTION I o o a N o 0 0 3. CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO ALL CONCRETE FOR WALK SHALL BE 4000 PSI AFTER 28 DAYS PAVING. ro 1 /8 „ A X15 REBAR CONTINUOUS, EXCEPT -� 8, 4,—O, $, THROUGH EXPANSION JOINT . 1 /8 R S'-4° BITUMINOUS SEALER HEAVY DUTY ROADWAY TYPE INLET FRAME & 1" R 1-1/2" NYS TYPE 7 BICYCLE SAFE GRATE (CAMPBELL FOUNDRYWEARING COURSE CO. PATTERN #3406 OR APPROVED EQUAL) CONTRACTION JOINTS ® 5 FT. SPACING BRICK & 2-1/2" NYSDOT TYPE 3 MORTAR 6" REVEAL DENSE BINDER COURSE ADJUSTMENT- INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING WITH BLUE - - i.,1 BACKGROUND & 3" WHITE BORDER OPTIONS ' JOINT SEALER i \ CONFORMING TO ASTM STANDARD STALLS V �� 1 /g D 1850 OR FED. SPEC. SS—S-1401 MATCH EXISTING4 WHITE STRIPING (TYP.) 4" GRANULAR BASE 4" BLUE STRIPING (TYP.) � n v STEPS \ CONCRETE 20'-0" DIAGONAL STRIPING 4' O.C. SUBGRADE p p p MAXIMUM SLOPE ON o d 2' SUMP BELOW ALL PAVED SURFACES PREMOULDED EXPANSION 1 'X1 ' LOWEST INVERTL TOOK STALLANDAISLE � �� SUBGRADE AND BASE TO BE MECHANICALLY COMPACTED JOINT FILLER CONFORMING OPENING 8 2 -4 - TO 95X MAX. DENSITY TO ASTM D1751 OR D1752 FILLED WITH - vip11 — — EXPANSION JOINT 15 FT SPACING GRAVEL SECTION A-A MATCH EXISTING NEW ROADWAY TO LEARNING CENTER 1 CATCH BASIN DETAILS TYPE A 2 PARKING STALL DETAILS 3 CONCRETE CURB AND ASPHALT PAVING DETAILS 4 CONCRETE WALK DETAIL NOT TO SCALE NTS NTS NTS EXIST PAV'T PROPOSED NEW NYS TYPE 7 WEARING COURSE EXISTING GRADE & TYPE 3 BINDER 1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE AREA OF REPAIR EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH 2" MIN. OF 3' INTO THIS STRATUM. THE EXCAVATION IS TO BE v ° APPLY BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE 7VERIFY r UNCUT PAVING GRADE ELEVATION OF THE PROPOSED BOTTOM OF THE LEACHING _ VARIES ASPHALT CEMENT TACK COAT POOL. ALL BACKFILL MUST BE CLEAN ACCEPTABLE12" 12" TO ALL BINDER SURFACES MATERIAL PLACED UNDER THE SUPERVISION OF THE ENGINEER.2. CONCRETE: 4000PS1 0 28 DAYS, WWF A82 & A185 NEW6" STABILIZED SOIL BASE,REBAR: ASTM A165, GRADE 40 COMPACTED NYS DOT EURSES 3. DRAIN PIPE TO BE AS CALLED FOR ON THE PLANS. NOTE: TYPE 1011, OR APPROVED EQUALCONCRETPROPOSED NEWPROVIDE 2' MIN. COVER OVER PIPE. 15'-0"xCOMPACTED SUBGRADESTONE BASE COURSE EXISTING STONE BA ESIDEWALK LOCAFLOCKHART A#6831ST 8N COVER WITHTEGINEER ION AND PRIOR IZE IN 4000NEW 6PSI F 0T 280 DAYS TE SLAB /TYPE 6840 OR EQUAL TO INSTALLATION. PROVIDE W/6%6-W6.6XW10.10 WWM. CONTROL JOINTS SAWCUT AT BROOM FINISH GRADE 10 FT. O.C. SAW CUT APPLY PRIME COAT TO STONE BASE COURSE 8" REINFORCED CONC. 7 GENERATOR CONCRETE PAD DETAIL PAV'T EDGE SUBGRADE BE MECHANICALLY COMPACTED ATO 95% MAX. DENSITY. TOP SLAB (PRECAST) V-0" MIN. NOT TO SCALE RAMP WIDTH ADJUSTMWITH PRECAST 8 PAVEMENT PATCHING DETAILS VARIABLE VARIABLE CONCRE E COLLAR NOT TO SCALE 9 8 12:1 SLOPE 7 A 1.0% 12'0 LEACHING POOLS MIN. DRAINAGE STRUCTURE SCHEDULE 5 5 4 EDGE OF EXISTING A STRUCTURE DEPTH SIDEWALK LP-W1 S'-O" 3 = LP-W2 5'-0GENERAL NOTES 2 11.11.01 TOWN SUBMITTAL MG LP-W3 6 -0 1 8.18.08TO LEGAL & ENV. REVIEW MG ELEVATION OF RAMP CLEAN SAND & I LP-E2 5 -0 1. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO THE START OF REV DATE DESCRIPTION BY GRAVEL COLLAR LP-E3 6 -0 CONSTRUCTION FOR ALL WORK RELATED TO THIS CONTRACT. E] p LP-R1 s—o JAMES LASALA & 12:1 SLOPE MAX. LP-R2 5 -0 2. BASE PLANS ARE PLOTTED FROM FIELD SURVEY BY JOHN EHLERS. E] o LP-LCI 7 -o LP-LC2 6 -0 ASSOCIATES, LLP COG. SIDEWALK o L= REMFORCED = LP- 3 -O 3. STANDARDS OF WORKMANSHIP AND MATERIAL FURNISHED SHALL CONFORM TO ONLY 11 OVAL DRIVE PRECAST LP-D1 5 -0 THE BEST GENERAL PRACTICE OBSERVED IN THE LATEST CONSTRUCTION WORK. SUITE I129 A, CONCRETE SECTION A-A E CHING RING o LP—D2 5'-0 TELEPHONE: : 11.59 C7 Q d- A7 1 5 -0 4• PRIOR TO CONSTRUCTION START-UP, THE CONTRACTOR SHALL FURNISH ADEQUATE TELEPHONE: 631.592.2660 L7 E-1E7 O PROTECTION TO THE PUBLIC BY INSTALLING AND MONITORING SUITABLE WORKING FACSIMILE: 631.232.1536 JOB # 08AE-00146 SIGNS, FLAGS, LIGHTS, BARRICADES AND SIGNALMEN WHEN NECESSARY. * SIDEWALK RAMPS SHALL BE 7" THICK 11'-4" CONCRETE REINFORCED WITH 6 x 6 10 GA. W.W.M. 3'-0" MIN. EHASZ GIACALONE ALL CONCRETE RAMP SHALL BE " STRUCTURE 5. THE CONTRACTOR SHALL PRTAINIVATELY PERMISSION FROM PROPERTY OWNER 4000 PSI AFTER 28 DAYS _ GROUND WATER�a R=RESTAURANT BEFORE REMOVING ANY ITEMS EM OWNED EXISTING SITE FEATURES. ARCHITECTS, P.C. - - - - - — W=WEST MOTEL ALL PRIVATELY OWNED ITEMS REMOVED DURING THE WORK SHALL BE REPLACED IN KIND WITH NEW. E=EAST MOTEL CONSTRUCTION NOTES: 431 CONKLIN STREET LC=LEARNING CENTER 6. ASPHALTIC CONCRETE SHALL CONFORM TO A JOB MIX FORMULA APPROVED BY THE FARMINGDALE, NEW YORK 11735 5 SIDEWALK RAMP DETAILS 6 STORMWATER LEACHING POOL DETAIL C=CABANA ENGINEER PRIOR TO INSTALLATION OF ANY ASPHALT MATERIAL. 1. NEW ASPHALT SHALL BE PLACED LEVEL WITH ADJOINING SURFACES AND SLOPED TO TEL: 516 420-8383 FAX: 516 420-0195 D=DRIVEWAY PROVIDE POSITIVE SURFACE FLOW TO DRAINAGE INLETS OR IN THE INTENDED FLOW NOT TO SCALE 7• BATCHING TICKETS SHALL ACCOMPANY DELIVERY TICKETS FOR ALL ASPHALT MATERIAL. DIRECTION. NO LOCAL LOW POINTS WILL BE PERMITTED. NTS INFORMATION ON PLANT BIN DESIGNATIONS AND GRADATION SHALL BE PRESENTED TO THESE PLANS ARE AN INSTRUMENT OF SERVICE THE ENGINEER PRIOR TO DELIVERY OF ASPHALT MATERIALS. 2. ALL CASTINGS SHALL BE ADJUSTED TO MEET PROPOSED PAVEMENT ELEVATIONS. AND ARE THE PROPERTY °°° °°° ° OF THE ARCHITECT oo°° °°0 °°0 LEAF 8. THE CONTRACTOR MUST CONFORM TO ALL APPLICABLE O.S.H.A. REGULATIONS, INFRINGEMENTS WILL BE WHETHER OR NOT THESE REGULATIONS HAVE BEEN STATED IN THE CONTRACT. 3. SAW CUT CONCRETE CURBS AND SIDEWALKS WHERE REMOVAL LIMITS DO PROSECUTED 9, THE CONTRACTOR SHALL PROTECT ALL WORK EXECUTED UNDER THIS CONTRACT FROM NOT OCCUR AT AN EXPANSION JOINT. PROJECT POSSIBLE DAMAGE FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL 4. THE CONTRACTOR IS ALERTED TO THE PRESENCE OF OVERHEAD WIRES WITHIN THE BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT TO THE SATISFACTION OF THE PROJECT LIMITS. CAUTION AND CARE SHALL BE EXERCISED TO PROTECT WIRES AND SANTORINI BEACH OWNER, OF ANY MATERIAL, STRUCTURE OR PROPERTY ON OR ADJACENT TO THE SITE POLES DURING THE THE PERFORMANCE OF WORK AND DAMAGED BY THEMSELVES OR THEIR EMPLOYEES. RELATED TO THE CONTRACT. RESORT UT STOP RAIL 10. EXCAVATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH NEW YORK STATE 3800 DUCK POND ROAD CHAIN-L 5. NO TREE SHALL BE REMOVED WITHOUT THE PRIOR WRITTEN PERMISSION OF THE TOWN InINDUSTRIAL CODE RULE NO. 23 AND INDUSTRIAL CODE PART RULE NO. 53. J a FABRI BRACE RAIL (TYP.) ( ) ( ARBORIST. CUTCHOGUE, NEW YORK 11935 J u �-' DROP D CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY WORK RELATED s w m HINGES TYP. LINE POST 11. THE CONTRACTOR SHALL COORDINATE THE EXCAVATION, FINE GRADING AND ROLLING ti < (TYP.) TO THIS CONTRACT. ALL UTILITIES MUST BE PROTECTED AND MAINTAINED IN A CONDITION 6. OPERATION TO ENSURE THAT AT THE END OF EACH DAY THE EXCAVATED ROAD /AREA DRAWING r " " GATE FRAME BOTTOM TENSION TRUSS ROD TYP.) THAT IS SATISFACTORY TO EACH UTILITY COMPANY CONCERNED. SHALL BE FINE GRADED AND ROLLED. WIRE (TYP.) ( JAMES, LASALA & ASSOCIATES, LLP ACCEPTS NO RESPONSIBILITY CONCERNING THE ACCURACY AND COMPLETENESS OF THE UTILITY LOCATIONS SHOWN IN THESE PLANS. 7. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH TOPSOIL I D -7 L J LINE POST LAT ASSEMBLY BRACE RAIL (TYP.) s �- AND SEEDING AS SHOWN ON THE PLANS. w s 3/8"0 12, THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE VEHICLE AND TRAFFIC LAW OF THE STATE � v TRUSS GRADE LINE OF NEW YORK IN REGARD TO THE SIZE AND WEIGHT OF VEHICLES. THE CONTRACTOR IS HEREBY 4 RODS (TYP.) / NOTIFIED THAT NO VEHICLE IN EXCESS OF THE LIMITS SET BY THE VEHICLE AND TRAFFIC LAW g, THE CONTRACTOR SHALL OBTAIN DEWATERING PERMITS FROM THE WILL BE ALLOWED ON ANY PUBLIC ROAD. NYSDEC FOR THOSE AREAS THAT REQUIRE DEWATERING. THE COST OF APPLYING DATE 8/I8/OB DRAWN BY MG III 4" 0" 10'-0" MAX 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY 6 FT. CHAIN LINK SAFETY FENCE SURROUNDING FOR AND OBTAINING PERMITS AND PERFORMING WORK SHALL BE INCLUDED IN 4'-0" THE CONTRACTORS BID PRICE. THE CONTRACTOR SHALL SUBMIT DEWATERING SHOP SCALE AS-NOTED CHECKED BY Hg 4000 PSI CONCRETE OOTINGS IIII II IIII - II IIII ALL EXCAVATION AREAS. DRAWINGS FOR THE ENGINEER'S APPROVAL. o Fggg�\\\\ 3'-6" -- PROJECT SHEET 8 OF 8 Hill II `� - - 08AE-00146 ` IIII 14. CONTRACTOR SHALL OBTAIN ALL TOWN PERMITS REQUIRED BY THIS WORK. 9. THE CONTRACTOR SHALL DEWATER AND PROVIDE SUITABLE BEDDING_.C,�QNDLTIDNS.- P THE CONTRACTOR SHALL ACHIEVE COMPACTION AND OPTIMUM i•€R CONTENT A5 A U _ALJ I u 1 u SPECIFIED. - 'I L_ � L —� �. � � �Y>,urU�sun DRAWING NO. r u L — LJ = ELEVATION NOTE: ALL POSTS AND STRUCTURAL MEMBERS SHALL FACE INWARD AND NOT BE EXPOSED TO NEIGHBORING PROPERTIES. 9 GENERATOR FENCE DETAIL C - 07 NOT TO SCALE -- EROSION CONTROL MEASURES: I. DALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR STAKES - STEEL, T OR U SHAPE AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES 1. DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION OR 2" HARDWOOD 2 EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES /.. / CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT FENCE - WOVEN WIRE 145 GAUGE AND PLACED SO THE BINDIN65 ARE HORIZONTAL THE TRANSPORT OF SEDIMENT INTO/OUT OF WORK AREAS, DRAINAGE 6" MAX, MESH OPENING INLETS, ETC. ACTUAL EROSION CONTROL MEASURES WILL BE FILTER CLOTH - STABILINKA TI4ON B. BALES SHALL BE 5EGURELY ANCHORED IN PLACE BY EITHER TWO STAKES �• / ��io� / " x DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES OR EQUAL OR RE-BARS DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH AND AS DIRECTED BY THE ENGINEER. THE FOLLOWING CONDITIONS SHALL BE OBSERVED: BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND TO FORGE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH ry // j - � ti / REMAIN UNDISTURBED. s WITH THE BALE ^� B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO LINE OF APP T 0 j / % ll/ l///� _ i MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH z 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE HIGH WATER ryOF TIME THAT AREAS ARE EXPOSED. v z F C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE F MADE PROMPTLY AS NEEDED MINIMIZED TO REDUCE RUNOFF VELOCITIES. w = ry D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. .0 5 BALES SHALL BE REMOVED WHC-N THEY HAVE SERVED THEIR USEFULNESS E. SEDIMENT SHALL BE TRAPPED ON THE SITE. LL SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE F. SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE FLOW INSTALLATION AND MAINTENANCE OF EROSION CONTROL �// MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES // / n m b S o FOR EROSION AND SEDIMENT CONTROL." - Q V7,j� / I ^� ' / 2. SEDIMENT BARRIERS (SILT FENCES, HAY BALES OR APPROVEDEQUAL) SHALL BE INSTALLED PRIOR TO ANY GRADING WOIRK K0/ ALONG THE LIMITS OF DISTURBANCES AND SHOULD BE MAINTAINED F z --' " An le Flret Stake Toward +r'\ ( I Qty < to FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE 9 o \ �•,IS,, 1 ', \ �'o o� < SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, % r4- Previously Lald Bale \• �' \ \ \C N oWETLANDS OR ROADS. T 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT Q \ ` - -29— \ ri I \�}7I I > 'Pi FT v STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS f0 � -\\/� ✓>, �,<\ '� Flow SOr , REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOILF4a'Le ertical \ `'s _ _ ` \ 1 I I I I o cr c� CONSERVATION SERVICE RECOMMENDATIONS. _ y \ \ 1 II I I I I I I\ 4. EAI PROTECTED FROM SEDIMENT BUILDUP HHJ L ILDP THROUGTHE USE BSILT PENCE DETAIL BEDDING DETAIL" OF 20` ` \\ \ \ \\ 1 \ \ I\ 1 1 I I I\ �' \ 5. ROPER MAINTENANCE OF OF SEDIMENT CONTROLETMEASURES AS REQUIRED. SIRTO ' 5E,A'GH ' � \ / y \\ \\ \ \ \\ \ 1\ \\ \ \ \\ 1\ I\ I\ \ 52' — AFTER BE PERFORMED OR SINDICATED BY PROLONGED STORMSIODIC INSPECTION MAINTENANCE MEASURES / -✓ N\� \ \ \ \ \ \ \ \ E INCLUDE, BUT ARE NOT LIMITED TO, CLEANING OF SEDIMENT ANCHORING DETAIL B ASIN ORA TRAPS, CLEANING OR REPAIR AND DI OF SIONISENT BARRIERS, \ \ \ \, AND REPAIR of INLET PROTECTION. 2 STRAW BALE DIKE & SILT FENCE DETAIL v 3 v v A V A A \ V A \ A 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING NTS /1 1 rOAS7AL EROSION v v� V A A V \ \ V A CONSTRUCTION. \ \ V• A A A A \ 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO \� / ' '� A .'A r T\ HAZARD, LINE - � A A A V A `. A V A . V A � A A PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO 00 % / /cf\ 5 A ` A V V A �.- - LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED FRAME 3 i /o \ \ \ \� \ \ \ \ \ -54- _ GRATE TO BE INSERTED INTO FILTER BAG EXISTING INLET /' .' ' „k'• \ '�l 1 \ �•� \ \\ \ \ \ \ \ \ \ \ \ \ \ - UNTIL THE SITE IS PERMANENTLY STABILIZED. �`• \ \ \ \ \ \ .\\ \ ` \ \ 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURE SHALL AS PER MANUFACTURER'S INSTRUCTIONS STRUCTURE l•; ' / / / " �'y \ \ \ \ '\ (� s \ ` \ \ \ \ REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY /• ,f \ V A 2 VA -V A \�'- \ V A A A STABILIZED. AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL E, o \ \ \ \ \ BE CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED \ \V\ p�� ,- � / •. � � x I \ / \ \ \ \`- \\ -\ \ `�� x \ \ \ \ \ \ \ AS NECESSARY. ' /EXISTING2s\ \ o \\\ \ \\\ \ °s,^\ \ \ 9. STOCKPILED TOPSOIL, EXCAVATED MATERIAL, ETC. SHALL BE COVERED �.<. i. \ \\ 9\r \ \ \ \ \ , WITH PLASTIC TARP WHILE TEMPORARILY STORED TO PREVENT SEDIMENT RUNOFF. , / REST*URAxT ,,�" \ 1 \ 8\ �,- \ 1 \ ' \ \ \ \ \-10. STOCKPILE ON FLAT GROUND SURFACE, AWAY FROM SLOPES ONLY. ExISTING GRATE BUILDING c °`' / \ °\ Ali 1 `'o \ \ \ I � \ `s \ \ 1 •V,1. FINALS GRADE TO INCLUDEE TOPSOIL, DEED & PROTECTIVE MULCH. p2 / " /, / �'*`/„N;LiNKi qP ,`� I2 1/ V A 1 1 V A \ V ° NOTE: �/ g`'J ,/ /' / sp• \ �\ !l /1 c \ \ � \ \ \ \ \ \ \ SEDIMENT FILTER BAG TO U COMPARABLE TO THE �' LIME BASIN BAG AS MANUFACTURED BY THE JOHNSTON MOREHOUSE DICKEY COMPANY, BETHEL, PA SEDIMENT FILTER RAG / ¢ I \ \ II \ I \ �///\\\ \ i ' � EXISTING WELL NOTES: WELL W-1: No. 5120279 - -_- - -_ - - =�'\ INSTALLED BY KREIGER WELL & PUMP 1 SILT PROTECTION FOR FLUSH INLET DRAINAGE STRUCTURES - - _ - B- CORP. COMPLETED AUGUST, 2002. I /\ SEAWALL -. `•,``..... - - - - _ _ - � NTS ° CCI TIN WE LW 1 « NV V A '\\ r %%/ II 4 -II” \\ \\\ �� �_ - 44_ - -\ \ \\ \ \ \\ WELL W-2 1 . THE CONTRACTOR SHALL PLACE THE " GEOTEXTILE MATERIAL" AS SHOWN IN THE DETAILS. \ \ '\\ No. 558840 G�O,( 1 I P % \ \ \ INSTALLED BY KREIGER WELL & PUMP 2. THE "GEOTEXTILE MATERIAL" SHALL BE TIED TO THE 6" x 6" MESH WIRE \ s \ I \ • 3 � 40- _ - \ \ \ \ V \ CORP. COMPLETED JUNE, 1976. WITH THE APPROPRIATE FASTENERS. THE WIRE MESH SHALL BE FASTENED BY NAILING, -RE ANG WAL`L\\ \\ \ \ \ \\ \ STAPLING, OR OTHER SATISFACTORY MEANS TO THE WOOD FRAME THAT WILL PEO. \" \ \ SUPPORT THE FABRIC AND WIRE. BOTH SHALL BE PLACED BETWEEN THE FRAME AND GRATE, * - - is\ 1 TRA QRMBR PAD \ \ \ \ \ \ , ON THE STREET SIDE OF THE STRUCTURE A.O.B.E \ " ° rs ��� a b� V PAD V A A A A \ \ V A A`A Teti IN S '7/< IV METES AND BOUNDS, WETLAND5 AND PHYSICAL STRUCTURES OADWAY FYJRR \ \ \ \ \ \ '\ \ 9/To ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G. TRA*SFORMER\ \ \ \ \ \ \ 1 SS R� EHLERS LAND SURVEYOR DATED 4/5/00 ACCISS! \ \ \ \ \ \ I \\ �r o ON 2! \ \ \ N�RETE\ TOTAL AREA OF PARCEL = 16.59 AGRE5 V A \�i� / % <1i�\ P,P V •� I I WALL A 1 V A A \ \ \ I I A\ SFS W NCE I I 1 \ \ \ I II I I O\ rS)'O ELEVATIONS REFERENCE U.5G5 l_J 61 I I I , m I I G.c 'P III I A P \ I o I SITUATE- G E I m I \ X\ \ I\ II 1 \•\ `�COS'F GSUTGHOGUE POND ROAD s01 ADT- V r • O TOWN OF SOUTHOLD 00 I O \ N ED I I I \ \ \ \ a \ \ J S SUFFOLK COUNTY, NY •,\ �\ \ ,,_� �% GD�.R,- \ x \ \ E F OR I I g \ \ \ \ I\ \ `•\ � � S.G.T.M. SECTION, LOT 4 BLOCK T NK I 1 \ \ \ \ \ \ \ •'\ �� 1000-83-2-I _\ �[*xI I S N O T v �s� so C 000-e3-2-2 -h / C' 2 I I \ \ 1000-832-I"1.2 I \ \ \\ \ \ \ \\ \\ \\ \ \� 'P�.S \ LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND - � / � \ / I \ c \ I I \ \ \ \ \ \ \\ \ \ `Cj, •\ ` \ rd SHOULD BE TAKEN AS SUCH GONTRAGTOR SHALL FIELD N , \ \ \ \ \ \ p0 Fti VERIFY THE LOCATIONS OF EXISTING UTILITIES A5 REQUIRED / BY THE WORK. oVERHEAP UTILITIES �v EXISTING GABANAS v v V v vv vvv vv vv vv vv v vv EX15TING\ ELL\ \ \ \ I 9 \\ W-2 \ \ \ \ \ 8 �� L Az \ \ �\ `, as \f \ \ \ \ \\ \ \j'/ 1'/�0 v ��_ J I 4eU 5 vv vv \v m v \\ \ \ v v /• � S C� 7 \ \ v SCI ITING P/OL / v v v \ \ \ EQUIPMENT eco / I I I I RObM/TOII�;=TS/ I � I I 1 I A V v AF V Av s@p � 4 3 Tor✓ 2 1.11.0 TOWN SUBMITTAL MG I X \ 1 8.18.08 TO LEGAL & ENV. REVIEW MG v T REV DATE DESCRIPTION BY I I EXIyTINrp Tf',EE \ /" / \ \ I •\ INEV (TYP) A / Y \ JAMES, LASALA & /,a- \\\�_\ // \ SEDIMENT FILTER BAG ASSOCIATES, LLP -- _I \'4 \\ / j / // \2g \\ \\ \ \ \ \ \\ \\ \ % I / / •'\ INLETS 11 OVAL DRIVE - - - - - - /` ti I \ \ \ \ \ \ \ \ \ / / \. SUITE 129 �2�;-- --- - - - - - - - - - - - \ I ro I / \ \ \ \ \ / \ I I / SILT FENCE `7 _ _ _ _ _ _ _ _ ISLANDIA, NY 11749 mss-4- \ \ \ \ \ \ \ \ 1 ° /• TELEPHONE: 631.592.2660 / \ \ I ! / \ FACSIMILE: 631.232.1536 JOB 08AE-00146 -- _32- - - - - - - - - - - W/ - - - - _ � �� � xd` \\ \ x / I LINFFF/// OF /SILT FENCE / \\ V \ \ - W/ HAY BALES / _ � � � \ \\ \ \ � y/\\ \ \\ I I I I \ - - - � ,, \ I \ EHASZ CIACALONE _- -- - - <z / v \ '\ \ `\ PROPERTY LINE ARCHITECTS P.C. 0 / / 1 431 CONKLIN STREET \ /\ \ FARMINGDALE, NEW YORK 11735 qq� j ti ,afi \ \ \ I I \ TEL:(516)420-8383 FAX:(516)420-0195 / / _ \ / —42` \ \ \ \ ./ \ \ g \ 1 1 I I _ _ \ THESE PLANS ARE AN ¢ we / / / tie' / — —a \ / / \ \ \ ,sz— — — —s4_ _ _ _ \ h / — AND ARE THE PROPERTY ■o❑ ❑■ ❑■ \ \ \ 0000 00000 00 X00'0 / /// i '6// // I ii _ _ _ _ \ \ - INSTRUMENT OF SERVICE p Q // / /' / � ' ,T�� ,g2' , _aa- — _ _ _zs_ ,/ \ \ \ \ \ \ \ \ \ \ \ s —_ _ — — / \/ I OF THE ARCHITECT non o0 0o ,aa- ' _ YD \ \ o \ \ \ \\\ \\ \ \ r8\ / \ / - - ` // PROSECUTEDNTSWILLBE O PROPERTY LINE T\ -aa— \r869 PROJECT SANTORINI BEACH sz- - - - - - - - — - - - - N— RESORT 1 1 //�'L / /////'/'/'//• / 6e' So _ - - — _ - - - - - - - - - - - � 6� s \ CUTCHOG WYORK 11935 _ _ _ _ _ _ afi \ \ � \ 38 I / J \ 5 _ �• 3800 DUCK POND ROAD Sfi- -- -- -- -- -- -- — .= — — — — — — — — --------------,yy_ _ _ — _ - - — \ \ `<a z -- \ = 7246 _ — =/ '/ /— — — — — — — — \-\� RAOG OS OSION S / t _ _ _ o - - - - - -- SEDIMENT CONTROL PLAN e DETAILS E " DRAWN BY \' LAND NON NICHOLAS ALRL FORMERLY OF se PROPERTY LINE LAND NOW OR FOR _JEY OF ( r DATE � LE B JEANE P 5TE LE � -�- -\/ _ TIMOTHY T. STEE c _ - 0/10/00 MG o CHECKED PROJECTSCALE S AE-0 SHEET 9 OF 9 By HS a _ - v e p1� oaAE-oolab DRAWING NO. \ s � / PROPOSED CONDITIONS SITE PLAN C-08 - A/F'..- 1 =40' nl nF`N C NEW ASPHALT 5HINGLE5: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD DECORATIVE If T.O. TOWER PEAK PANEL- SEE DETAIL 4/TC-2.1 AT ELEV. 48 9 "CULTURED STONE" FACING. OWENS CORNING, DECORATIVE COMP0517E PANEL- SEE DETAIL 5/7G-2.1 CLASSIC SERIES. 1 3/4° THICK Ali r� ZZIIIIII NEW CEDAR SHINGLES (DOUBLE COURSE). MAIDEC FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. FINISH: CABOT BLEACHING OIL # G. (TYPICAL) NEW ASPHALT 5HINGLE5: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD `r RTROOF PEAK T ELEV. 5T-9" - - - - - - - - - NEW CEDAR 5HIN6LE5 (DOUBLE GOUR5E). MA15EG FACTORY STAINED EASTERN WHITE CEDAR 5HIN6LE5. FINISH: CABOT BLEACHING OIL # -C. (TYPICAL) NEW CEDAR 5HIN5LE5 (DOUBLE COURSE). MAIBEG FACTORY STAINED EASTERN WHITE CEDAR 5HINGLE5. FINISH: CABOT 5LEAGHIN5 OIL # I-C. (TYPICAL) T.O. 5RD FL. SLAB T AT ELEV. 24'-0" - -- - - - - ® �® FLE�L-L-L=j T.O. 2ND FL. SLAB A7 ELEV. 12'-0" 11IIIIIIIIII - - Lj IIIIIIyT .O. I5T FL. SLAB TO ELEV. 0'-0" � - - - - - - - - - - - - ter - - - - - -'� - - -- - It - - - - - - - - - - L- - - - - - - - - - - - - - � "CULTURED STONE" FACING. OWENS CORNING, CLASSIC SERIES. 1 3/4" THICK EIFS SYSTEM OVER DENSOLASS GOLD EXTERIOR SHEATHING, OR APPVD. EQUAL SIOU TH-WEST ELEV?�TI ON NOTE: I. TOP OF SLA5 EL. 0'-0" U.O.N. (DATUM EL. 22'-0") T.O. TOWER PEAK z'-o" 11/4" 11/2" �7- NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, - DEEP SHADOW. COLOR: DRIFTWOOD 5/4" THICK COMPOSITE FLAN PANEL - WHITE 0 ry 9 8 ROOF PEAK "CULTURED STONE:"FACING. OWENS CORNING, 7 CLASS7C SERIES. P TH1l< I" THICK COMPOSITE 6 AT ELEV. 5T-9" NEW CEDAR 5HINGLE5 (DOUDLE COURSE). MAIBEG PANEL - wHITE FACTORY 57AINED EASTERN WHITE CEDAR SHINGLES. FINISH: CABOT 5LEAGHIN6 OIL # I-G. (TYPICAL) m 4 10/30d08 ISSUED TO ZBA NFR A NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, OUARrER ROUND 3 07/0110e ISSUED TO ZBNFR 2 osnsdoe ISSUED TO BUILD DEPT. NFR ❑ DEEP SHADOW. COLOR: DRIFTWOOD COMPOSITE MouLD1N6 TMP) 1 05/02/08 ISSUED TO OWNER NFR Q REV DATE DESCRIPTION BY i EHASZ GIACALONE ARCHITECTS, P.C. NEW CEDAR 5HINGLE5 (DOUBLE COURSE). MAIDEG 1 vz 1 O. 3RD FL. SLAB 5^ 431 CONKLIN STREET y T T.AT ELEV. 24'-0" - -FACTORY STANE6 EASTERWHITE-GEDAR3HINGLES. FINISH: CABOT 5LEAGHING 0 OIL # I-G. (TYPICAL) ELEvnr1ON secnoN FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 EXTERIOR DE7AIL THESE PLANS I' = 11.011 INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT o e " INFRINGEMENTS WILL BE a-a 2ND FL. SLAB SANT012INI BEACH PROJECT T.O.�T ELEV. 12'-0" RESORT 3800 DUCK POND ROAD CUTCHOOUE, NEW YORK 11935 Effi ff m ° DRAWING `i �� ELEVATION5 T.O-. IST FL. 5LA5 T AT ELEV. O'-0" - - —� - - - - - — DATE s/w/oa DRAWN BY , E IPS SYSTEM SCALE A5 NOTED CHECKED F NFR ELEVATION QUARTER ROUND SECTION EXTERIOR HANIDRAIL "CULTURED STONE" PAGING. OWENS CORNING, COMPOSITE MOULDINS--- PROJDC-_T 01128.01 SHEET 1 OF xx OVER DEN5GLASS COLD (TYP.) MOUNTING BLOCK- GLASSIG SERIES. 1 3/4" THICK EXTERIOR SHEATHING, OR APPVD. EQUAL 4 EXTERIOR DE7AIL " _-"" T DRAWING NO. NORTH-WEST ELEVTI ON SEE DETAIL E5/70-5.2THICK COMPOSITE I" I - = '-O" PANEL - WHITE .ARC 2 JAN 1 4 200 /¢w° °�F i5 e ` G1 < FOs IIIIIIIIIIIIIIIIIIIJI AL ML NOTE: I . TOP OF SLAB F-L. 0'-0" U.O.N. (DATUM EL. 22'-011) L T.O. TOWER PEAK AT ELEV. 48'4" - - - - - - - NEW ASPHALT 5HINGLE5: OAKRIDGE PRO 50 AR, DEEP 5HADOW. COLOR: DRIFTWOOD ROOF PEAK AT ELEV. 31'44 - - - - - - - - - - .O. 3RD FL. SLAB TO ELEV. 24'-0" - - - - - _L plow ® 1 EFTE -1- _T.O_. 2ND FL. SLAB AT ELEV. 12'-0" - rr NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. ® ® FINISH: CABOT BLEACHING OIL # I-G. (TYPICAL) "CULTURED STONE" FACING. 01NEN5 CORNING, CLASSIC 5ERIE5. I 3/4" THICK T.O. I57 FL. 5LAB AT ELEV. 0'-0" - - - - - - - - - - - - - - - - - - - - - - — J - - J - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NIOR7H ELE\/,47I0N T.O. TOWER PEAK r AT ELEV. 4814" - - - - - - - a "CULTURED STONE" FACINO. OVJENS CORNING, CLASSIC 5ERIE5. 1 3/4" THICK NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP 5HADOW. COLOR: DRIFTWOOD KEY FLAN —ROO-F PEAK NEW CEDAR 5HIN6LE5 (DOUBLE COURSE). MAIBEG 9 r AT ELEV. 514FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. 8 FIN15H: GABOT BLEACHING OIL # -G. (TYPIGAL) 7 NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG 5 FAGTORY STAINED EASTERN WHITE CEDAR SHINGLES. 5 FINISH: CABOT BLEACHING OIL # I-G. (TYPICAL) 4 to/3o/o8 ISSUED TOZBA NFR 07/01/08 ISSUED TO ZBA NFR NEW ASPHALT 5HIN6LE5: OAKRIDGE PRO 50 AR, 2 o5/1s/oe ISSUED TO BUILD DEPT. NFR DEEP 5HADOW. COLOR: DRIFTWOOD 1 05/02/0e ISSUED TO OWNER NFR REV DATE I DESCRIPTION BY Ilk TO. 5RD FL. 5LA5 _ _ _ - EHASZ GIACALONE V AT ELE V. 24'-0" ARCHITECTS, P.C. 431 CONKLIN STREET ® FARMINGDALE, NEW YORK 11735 TEL(516)420-8383 FAX:(516)420-0195 rrr�rrrrT'o n-n rro '��o��-rrrm� INSTRUMENT ARE F SERVICE AND ARE THE PROPERTY IIIIIIIIIIIIJIL ' ' JI11,11111M 11111111111111111 11111111OF THE ARCHITECT o°n°n °nog °oo T.O. 2ND FL. SLAB _ _ INFRINGEMENTS WILL BE AT ELEV. 12'-0" PROSECUTED PROJECT SANTORINI BEACH = RESORT ® ® 3500 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 "CULTURED STONE" IFACINO. OWENS GORNING,I CLASSIC 5ERIE5. 3/4" THICK DRAWING T.O. I57 FL SLAB _ _ _ _ - _ _ - _ _ - - - - _ _ ELEVATIONS T AT ELEV. - L L L DATE 3/19/OB DRAWN BY 565 - - - -- I- - 50UTH-EA5T ELE\/A710N SCALE A5NOTeO CHECKED BY NFR 2 PROJECT mua0i SHEET [ OF xx I'-O" NOTE: DRAWING NO. 1. TOP OF 5LA5 EL. O'-O" U.O.N. (DATUM EL. 22'-0"). - - �� Cryij JAIJ 14 2009 xl e51 NjE� NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP 5HADOW. GOLOR: DRIFTWOOD NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG NEW GEDAR SHINGLES (DOUBLE GOUR5E). MAIBEG FACTORY STAINED EASTERN WHITE GEDAR SHINGLES, FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. FINISH: CABOT BLEAGHING OIL # I-C. (TYPICAL) FINISH: CABOT BLEAGHING OIL # -C. (TYPICAL) I Ll L7 rl L7 rl H 17 L ----------J---L--------------- J LI Ll ----------------------------------J---------- ---------------J "CULTURED STONE" PAGING. OMENS CORNING, "CULTURED STONE" PAGING. OWENS CORNING, CLASSIC, SERIES. 1 3/4" THICK CLASSIC SERIES. 1 3/4" THICK ri-'�F,4R7 AF-57 ELF-LF (; FART FAST ELEV,47I0N 3116" = I'-0" h T.O. TOWER PEAK � AT ELEV. 48'-q" ---------------- - l'1 �ROOF PEAK_ — AT ELEV. 3l'-9" ----------- --- ----------- ------- -- <EY FLAN NEW GEDAR SHINGLES (DOUBLE GOUR5E). MAIBEG 9 FAGTORY 57AINED EASTERN WHITE CEDAR 5HIN6LE5. 8 FINISH: GABOT BLEAGHING OIL # I-G. (TYPICAL) 7 6 5 4 lo/3o/os ISSUED TOZBA NFR 3 o7/ol/o8 ISSUED TO ZBA NFR T.O. 3RD FL. SLAB — — — — 2 o5n8/os ISSUED TO BUILD DEPT. NFR AT ELEV. 24'-0"— — — 1 05/02/08 ISSUED TO OWNER NFR REV DATE DESCRIPTION BY EHASZ (GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 T_.0. 2ND FL. SLA_ B TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AT ELEV. 12' O° AND ARE THE PROPERTY moo°° oi° ❑i INFRINGEMENTS WILL BE PROSECUTED PROJECT SAN'I'ORINI BEACH RESORT T.O. I5T FL. SLAB 3800 DUCK POND ROAD -- CUTCHOGUE, NEW YORK 11935 AT EL I � r' � r DRAWING L----- ---------------- ---------------J----------J ELEVP�TION5 "CULTURED STONE" PAGING. OWENS CORNING, CLASSIC SERIES. 1 3/4" THICK PART SOUTH ELEVA71 ONDATE 3,/Iq/oe DRAWN BY Elf _.._ SCALE AS NOTED CHECKED BY MFR PROJECT 07L2801 SHEET , OF xx - - DRAWING NO. J i'J 14 2009 ML Jp IN P�E�