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Home My WebLink AboutTR-10509 Glenn Goldsmith, President ®¢ SO Town Hall Annex ®!� ®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric SepenoskiS Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples �® a® Fax(631) 765-6641 COUNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/2 constructed When project complete, call for compliance,inspection; �.: �� r•� u+h' :.r'``.�g.k °+�° _ 'q..'�.'i y q• e'�K' i° "' t.: `.�'q�4�y7 � •}•+p• y._ �_. ,�. rC "� `Cdt�.5.'+7��S4�n::✓"`F'£rn`$..."'�7;�'.,�£!"^�•'•3''1T`.m.`°4f;4:.�'.^_XJj'w�'�dr^';..."L+ mtt+r.-^"9A�iL2:_ .......... ' f ' BOARD OF SOUTHOLD TOWN TRUSTEES w r� SOUTHOLD,NEW YORK PERMIT NO. 10509 DATE: DECEMBER 13,2023 a ISSUED TO: CONKLING ADVISORS,LLC t Ax.. ,• � PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT1 SCTM# 1000-57-1-38.3 AUTHORIZATION ` Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in t accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 13. 2023, ; ) and in consideration of application fee in the sum of$1250.00 paid by Conkline Advisors,LLC. and subject to r the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the installation of one(1) 12,000 gallon double wall underground fuel tank (split 7,000 gasoline and 5,000 diesel); temporarily install steel sheathing around the hole C during the installation of the underground tank which is to be removed prior to backfilling; f install new double wall piping leading underground from fuel tank to two(2) new fuel dispensers at seaward end of dock; all proposed structures to have leak detection panel,probes N; and sensors; with the condition that thru-flow decking is installed along the catwalk; not to • remove any existing vegetation; a native planting be installed surrounding tank and disturbed t' area; and as depicted on the site plan prepared by Graham Associates,last dated October 24, 2023,and stamped approved on December 13,2023. g• t IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. L gOFFQJCOD ,�Af rr Q � rti TERMS AND CONDITIONS The Permittee Conkling Advisors LLC residing at 1760 Sage Boulevard, Greenport,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ®� S®!/�� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski 1 Southold,New York 11971 Liz Gillooly CATelephone(631) 765-1892 Elizabeth Peeples ! �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 14, 2023 Glenn Graham Graham Associates 256 Orinoco Drive, Suite A Brightwaters, NY 11718 RE: CONKLING ADVISORS, LLC 1760 SAGE BOULEVARD, GREENPORT SCTM# 1000-57-1-38.3 Dear Mr. Graham: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 13, 2023 regarding the above matter: WHEREAS, Graham Associates on behalf of CONKLING ADVISORS, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 30, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the proposed action is found to be Exempt with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 13, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for,the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of CONKLING ADVISORS, LLC for the installation of one (1) 12,000 gallon double wall underground fuel tank (split 7,000 gasoline and 5,000 diesel); temporarily install steel sheathing around the hole during the installation of the underground tank which is to be removed prior to backfilling; install new double wall piping leading underground from fuel tank to two (2) new fuel dispensers at seaward end of dock; all proposed structures to have leak detection panel, probes and sensors; with the condition that thru-flow decking is installed along the catwalk; not to remove any existing vegetation; a native planting be installed surrounding tank and disturbed area; and as depicted on the site plan prepared by Graham Associates, last dated October 24, 2023, and stamped approved on December 13, 2023. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 - I Ve r ly yours, 'G enn Goldsmith, President, Board of Trustees GG/dd k FILL PORT LEGEND THE OWNER/OPERATOR MUST PERMANENTLY MARK ALL FILL PORTS TO IDENTIFY THE PRODUCT IN51DE THE TANTHESE ,� MARKING5 MUST BE CON515TENT WITH THE COLOR AND SYMK. BOL �R��K. ARC CODE OF THE AMERICAN PETROLEUM INSTITUTE WHICH FOLLOWS: 5.6.5.6,2.1 THE COLORS d SYMBOLS TO BE USED ARE: N g''x ;, -A ❑ HIGH 6A50LINE.......................................................... .....................RED ❑ BLUE y A- , MIDDLE&A5OLINE....................................................................... ' El LOWER GA5OLINE........................................................................ WHITE O ��LEVARD ��gmE, SAGS � OF N ❑ HIGHER UNLEADED GASOLINE............... RD w/NHITE CROSS ( . S ❑ MIDDLE UNLEADED 6-A50LINE........... BLUE w/ WHITE GROSS 1 ® LOWER UNLEADED GASOLINE........ WHITE W)BLACK GROSS ® qO r-- --f WW407 ❑ E85 UNLEADED GA50LINE.................................................. BRONZE ` ---�. 453.84' Z VAPOR RECOVERY..........................................I.................... ORANGE ! 1 of J 0 � 14 a SITE® DIESEL....................................................................YELLOW HEXA6TENNIS URT 0N CO S I I"7- E ' � " I ❑ d1 FUEL OIL.................................................... PURPLE K/YELLOW BAR wi❑ ##.2d FUEL OIL................................................................................. GREEN ❑ KEROSENE....................... ............... BROWN ❑ WASTE OIL.........................................................................................PURPLE z 1 pA�MENT + 3 I i PIPING NOTES: (N-CRE APPLICABLE) �4 i. THE INSTALLATION AND PLACEMENT OF THE PIPING SHALL COtFORM WITH NFPA'K30,30A AND YVERE APPLICABLE NEPA x31 2. THE PROPOSED PIPING MUST BE A MINIMUM OF 100 FEET S69°3P30"f r ' I4 - ` - 300.00' � 0160 wATfR '' � 7fNN/SCpU,QiS FROM ALL WATER SUPPLY YELLS. -- " 5. PRODUCT PIPE5 CR0551N6 WATER/SEWER LINES SHALL I BE INSTALLED UNDER WATER/5E1'1ER LINES TO PROVIDE I A MINIMUM VERTICAL CLEARANCE OF 18 INCHE5 BETHEEN I i THE PIPES AND A MINIMUM HORIZONTAL CLEARANCE OF 10 FLET. o 4. CONTRACTOR SHAPROVIDE BU5HREQUIRED TO AS REQUIRTO o I - r•` o _ ADAPT THE TANK TA PPIN&S TO THE REQUIRED 51ZE PIPING. I KEY MAP LL. I PROJECT INFORMATION: S. ALL UNDERGROUND PIPING SYSTEMS MUST BE INSTALLED IN ACCORDANCE WITH REC06NIZED EN&INEERIN6 PRACTICES ALL JOINTS M)5T BE:LIQUID AND AIR T16HT.ALL PIPING � I SYSTEMS MUST BE TESTED FOR TIGHTNESS BEFORE BEING COVERED,ENGLO5ED OR PLACED IN USE,ALL THREADED JOINTS SHALL BE SEALED TEFLON BASED SEALING COMPOUND / ALL PIPING TO BE INSTALLED IN EXACT ACCORDANCE WITH ti wE - - PROPERTY OWNER b NI UN _,.. aw i , IfNN/SCOUR75 GONKLING ADVISORS LLG I 1160 5A6E BOULEVARD MANUFACTURERS IN5RUCTIONS. .. SOUTHOLD, NY 111-116. LINES TO BE BAGKSLOPIM 1/8'PER FOOT BACK TO TANK MANWAY SUMP. I V� B `:z�' I f. LGNw0.TfR « j GONTAGT:ANDREW SOLOMON ANDREW®BRIGKGOVE.GOM 631-411-0830 7. ALL PRODUCT LINES ARE TO TERMINATE IN PIPING SUMPS. i TINE �+ s TAX 111 85-2403160 ALL SUMP PENETRATION TO!3E MADE RADIALLY. ` D. ALL UNDERGROUND METAL PIPING COMPONENTS SHALL BE C O P S O U B M I 1 0 N PROTECTED WITH A PERMANENTLY E30NOM COATING OR WRAPPIN6 - r MATERIAL WHICH 15 FZE515TIVE TO BOTH M015TURE AND HYDROCARBONS. THE MATERIAL SHALL.BE APPLIED TO CONFORM TO ANY IRREGULAR SHAPES OF THE PIPING AND SHALL START NEW TANK INSTALLATION ❑ NEW 5TRUGTURE GONSTRUGTION +/'202.✓" r AND TERMINATE IN GGNTAGT WITH COMPONENTS NOT SUBJECT -----__-- _--- -.- '--- +/I'�T.6' /r TO CORROSION. MATERIAL SHALL BE '5GOTGHWRAP 50"OR NEW OR REPLACEMENT PIPING ❑ MODIFY EXISTING STRUGTURE(5) i m 0 - -- � - - _ - f STORY BRICK PATE LN-GROUND ' APPROVED EQUAL 1 - METAL PSL STAGE I VAPOR RECOVERY ❑ GENERATOR INSTALLATION ' BUILDINO BUILDING q. TANKS SHALL BE 20'-0'FROM ALL DRY WELLS AND BELOW I -- - GRADE STRUCTURES. ❑ STAGE it VAPOR RECOVERY ❑ CANOPY INSTALLATION GYA MENT PAifO` ' TESTING: ❑ AUTO FIRE SUPPRESSION SYSTEM El PRODUCT DISPENSING SYSTEM CONVERSION I r I REV DESCRIPTION BY DATE I. AIR PRESSURE TEST TANKS PRIOR TO INSTALLATION. A�'N 2. AIR TEST PIPING SEPARATELY,PRIMARY PIPING AT 5 P51 AND ❑ SELF SERVICE CHANGE IN BUILDING USE OR STRUCTURE ` I 3 (! SIBGONDARY AT 5 P51,BOTH FOR 3O MINUTES. ❑ OGU)PANGY CLASSIFICATION ` - ` DESIGN MFZ 8 8 2 a 5. ALL TEST TO CONFORM TO LOCAL,STATE AND FEDERAL CLOSED CIRGUT TELEVISION SYSTEM -. � � � r� _ - "�. - ' ' 1 --- ---- PRELIMINARY -- - -- -- -- - 2 � CONSTRUCTION DOCUMENTS MFZ 8 24.23 REQUIREMENTS. 4. NOTE:CONTINUOU PIECE OF PRIMARY COPPER PIPIN6 CAN BE RETROFIT OF EXISTING TANK SYSTEMS f STORY FIW+1t NEW DISPENSING ISLAND(S) ❑ WITH REQUIRED MONITORING EQUIPMENT 1 $OAT nlps BUILDING 1 I 3 REVISED AS PER COMMENTS GFH 8.30.23 EXEMPT FROM TESTING IF LESS THAN 5 FEET,AS WELL A5 9OGF5 , SEL 1 4 REVISED AS PER DEC SUBMISSION GFH 10.24.23 SECONDARY PIPING/L50GIATED WITH THAT PRIMARY PIPING. ❑ MODIFY EEXISTIN6 ISLAND(5) ❑ OTHER r Lry16NT - - CONTRACTOR(s)NOTES: - I. CONTRACTOR SHALL EXAMINE THE SITE LOCATION AND - VERIFY ALL EXI5TIN6-UNDERGROUND TANKS AND CONNECTING PIPING FRIOR TO TIME OF PROPOSED WORK. UNDERGROUND UTILII'1E8. , - - - - - - - - _ � :� 6�M1:9T - 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND INSTALLATION SHALL MEET ALL - I UTILITY PIPES,CONDUITS OR STRICTURES SHIOYAI ON - -- - - - - TH19;PLANS ARE OBTAINED BY A SEARCH OF THEE THE REQUIREMENTS OF THE _-- AVAILABLE RECORP45. IT 15 P05SIEN-E THAT THERE MAY, `I FOR THESE: ITEMS,BE DISCREPANCIES AND/OR:OMISSIONS 5UFrOLK COUNTY DEPARTMENT r i r ---- -- --------- ---- -- ----- _ IN THE LOCATIONS AND QUANTITIES of UTILITIES AND OF HEALTH SERVICES ARTICLE 15 o I STRUCTURES SHOWN. TO THE BEST OF OUR KNOWLEDGE - - - - THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON STANDARDS 4 NAPA STANDARDS THESE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 30-2000 4 5OA-2000 ' I METAL I LINES 5HOWN ON THE'5E DRAWINGS. r BUI(DlNO I DEP-rH t0 GROUNDUJAt1=R l d$OAtSU� NiGNwf DEPTH TO WATER 15 LJ_95 THAN B'DUE AS PER ONSITE �pC1LS LIN r TEST HOLE GitP`14 ENL DISPOSAL OF EXCI=S;b AND UNSUITABLE EXCAVATION MATERIALS: - 1. 1215POSE OF ALL EXCESS AND UNSUITABLE EXCAVATED MATERIAL p EXI5TIN6 5LA55/PAVEMENT TO BE REMOVED BY SAW ' " CUTTING. EXCAVATION MATERIAL TO BE LEGALLY DISPOSED OF OFF SITE. CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR THE 56" MIN FENCE POST DISPOSAL OF THE E:XGAVATED MATERIAL AND BEAR ALL COSTS OR - - - ---. RETAIN ANY PROFIT INCIDENTAL TO 5UGH DISPOSAL THE EXCAVATION � � I SHALL CONFORM TO OSHA AND OTHER LOCAL CODES THAT MAY APPLY 2. IF 501L 15 FOUND GOWAMINATM,QWNER WILL WOVEN WIRE FENCE (MIN 14 1/2" HANDLE ALL TESTING AND DISPOSAL. GAUGE W/ MAX 6° MESH SPACING) NIG`NE 1 WITH FILTER CLO ELECtRICAL INStALLAtIONS: - ArO� I. ALL ELECTRICAL INSTALLATIONS AND EQUIPMENTS SHOULD BE #4 REBAR,TYP. 2/BAL E j INSTALLED AND MAINTAINED IN ACCORDANCE WITH NEPA 10,NATIONAL i ELECTRICAL GORE,ARTICLE 514,GLASS 1,&ROUP D.,DIVISION 1 d 2. - � / - 2. RUN ALL NECESSARY CONDUIT AND WIRING FROM PROBES TO HAY B 245.07 MONITOR PANEL d h TERMINATE IN UL LISTED WATERPROOF J N68°0&28"W i JUNCTION BOXES. n / i'�$�S� �N pl NES ?433r / FLOAmW-�� EXCAVATfON PROCEDURE AND LIMITS: __ _ ND157URBED GROUND I-I �- - _ +Wn I 1CONTRACTOR SHALL EXCAVATE WITH EXTREME GARS COMPACTED SOIT L- - = _ - I r ,. �� \6h3NINE NSSb?5�6"� j BY HAND IN THE AREA OF PROBABLE UTILITY LOCATIONS.. THE I 1-11 I I- IIIIII-III-) I I-I l ALL UTILITIES ENCOUNTERED SHALL BE DEB-IED ACTIVE EMBED FILTER".GLOTH= - ZI- _ ASSOC j AND SHALL BE SUITABLE PROTECTED BY THE A MIN OF 6" IN GROUN - I l-1 I MI I 1=1 I FE CONTRACTOR. T19'_CONTRACTOR SHALL IMMEDIATELY i0 1 I =11 I III 1-�I I I-1 I I-1 I; I �/ �3 y REPAIR EXISTING LITILITIEB WHICH ARE TO REMAIN AND I �OI�'`C/ PLANNING & DESIGN THAT ARE DAMAGID BY THE CONTRACTORS OPERATIONS. -1 I-1 I IE III =III= I-i \5° ��,5 p ,Y 256a ORINOCO DR.BRIGHTWATERS NY�l 18 SUCH REPAIRS SHf�LL BE MADE BY QUALIFIES PERSONNEL � WITH NEW MATERIALS USING METHODS WHICH ARE � ` -1 I I-III �„I I III-1 ( I- SUITABLE FOR THE ORIGINAL UTILITY GHARAGTERISTIGS, ®PROVE)' AND ICH COMPLY WCO WITH ALL DES,ORDINANCES AND _ _ wfOFFICE: (631) 665-9618 WH �� 1 i-111 I i I-1 I _ 'N , ,\eba ,�ra OF �U JTFFS Glenn@grahamassociatesny"com UTILITY COMPANY'REGUL.ATIONS. I I- 2. EXCAVATE TO THE DEPTHS AND WIDTHS,AS SHOWN,THE CONTRACTOR SHALL NOTIFY THE OWNERS / t 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING REPRESENTATIVE PRIOR TO THE START OF CONCRETE I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES wA1 TOWN OF SOUThOII� REMOVALS. ALLOW FOR FORMS,WORKING SPACE,AND OR STAPLES. POSTS SHALL BE STEEL EITHER T OR U TYPE OR HARDWOOD. N1GN of � UNE 'ENVIRONMENTALENGINEERING 'PETROLEUM SPECIALISTS FILL. DO NOT GAF'RY EXCAVATION FOR SLABS DEEP 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES ► s�L`� ®�T *ZONING VARIANCE 'WETLANDS PERMITS,DEC,DEP THAN THE ELEVATION SHOWN. EXCAVATION CARRIED SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" t�1' od�� D�C�MQ�� 13 2QZ 'ALIPHASESOFEXPEDfi1NG BELOW THE bRADE:LINES SHOWN SHALL ESE REPLACED MAXIMUM MESH OPENING A16 °� � 1 WITH THE SAME FILL MATERIAL AS SPECIFIED FOR THE 1� TY40 SECTIONS OF FILTER CLOTH AVJOIN EACH OTHER THEY SHAL-L BE FOR SUCH OVERLYING FILL OR BACKFILL. OVERLYING FILL GR BACKFILL,COMPACTED A5 REQUIRED 3. OVEY+IERLAPPED BY SIX INCHES AND FOLD DILTER CLOTH SHALL EITHER FILTER 5 Atli o► u�� "X", MIRAFI IOOX, STABLINKA T140N, OR APPROVED EQUIVALENT. -- - - T1. 1'iT1�T T4' ' . ' AliAT71 z, . EXCAVATION SAP:ETY: 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENGE,OR APPROVED ' EQUIVALENT. ..- . r . 1. THE CONTRACTOR SHALL BE SOLELY RESPON515LE FOR MAKING 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 6UFFO. OUNTY APPROVAL STAMIP THE EXCAVATION IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION 510E SLOPES TO ENS E THAT "BULGES° DEVELOP IN THE SILT FENCE. ".' y 41( 'F F K C �'..�x � -'�,, WORKERS IN OR NEAR THE EXCAVATION ARE PROTECTED. ��I� � . C ,� ��. /1. TT CONSTRUCTION FENCING SHALL BE FURNISHED TO PROTECT THE �I EXCAVATION. SILT FENCE DETAIL N1GNW� �'Ix T R.A- 2. 2. CONTTRAGR TOR SHALL BE RESPONSIBLE FOPROVIDIN6 ALL LINE NECESSARY SHORING DE-516N,CALCULATIONS AND DETAILS,AS PER OSHA,201 GFR CH.XII."ERE APPLIGABL Z NOT TO SCALE B. INSTALL AND MAINTAIN SHORING,SHEETING,BRACING AND SLOPING PROJECT LOCATION: NECESSARY TO SLrPORT THE SIDES OF THE EXCAVATION,TO KEEP AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PROPOSED S I TE PLAN PAVEMENTS,UTILITIES,FOUNDATIONS,FOOTINGS,UTILITY PIPE �R I GK COVE MARINA BEDDING OR STRUCTURES,DAMAGE OR DELAY THE WORK,OR ENDANGER LIFE AND HEALTH. INSTALL AND MAINTAIN 5HORIN6, 5HEETING,BRAGIN5,AND 5LOPII.16 AS REQUIRED BY OSHA AND SCALE: I" = 60'-O" O Sf�GE BOULEVARD OTHER APPLICABLE GOVT REGULATIONS AND AGENCIES.(WHERE SOUTHOLD, NY 11 q-7 1 APPLICABLE) PROJECT DESCRIPTION: NOTE, PUMP AND TANK UPGRADE SCOPE OF UJORIG I. ALL FILL PORTS SHALL BE PROPERLY LABELED PAGE DESCRIPTION: I. INSTALL(1)NEJM'1K/5K SPLIT RESUL,R/DIESEL B.G.D.Y'L.U.S.T.MANUFACTURED BY CONTAINMENT WITH A LABEL STATING THE SGDHS TANK NUMBER, SITE PLAN SOLUTIONS. THE CONTENTS OF THE TANK, AND THE NOMINAL JOB#: TAX MAP: 2. NEW 2"ANPRON DUP,LOY 3000/.PRIMARY INSIDE 3'AMERON DUALOY 3000/.SECONDARY AND WORKING CAPACITIES OF THE TANKS. I.+I?;i 230801 IOOO-t✓-1-OI-038.003 CONTAINMENT FROM NEW TANKS TO NEW PGI TOM 363630 TRANSITION SUMP d I-I/2' OME6APLEX DOUBLE-MAG U6F-FSP-24 FROM TRANSITION SUMP TO NEW DIESEL/GASOLINE 2. NEW (1) 12,000 GALLON DOUBLEWALL FRP U5T TANK v15PEN5ER5. IS FITTED WITH A LABEL STATING THAT THE TANK DATE: SCALE: IN SET: S. NEW OMNTEG PROBES TO TIE INTO NEW OMNYEG PROTEUS-K PANEL. WAS FABRICATED IN ACCORDANCE WITH UL-1516 4. INSTALL(2)NEW WAYNE RELIANCE 7200 SERIES SINGLE PRODUCT 2-HOSE DISPENSER AS PER AND DISPLAYS A UNIQUE SERIAL NUMBER. 8/8/23 A5 NOTED I OF 4 PLANS. BOTH SHALL.HAVE CUSTOM FAIRFIELD DP-I STAINLESS DISPENSER SUMPS. DRAWN BY: SHEET: S. NEW 2"AMERON DUALOY 5000/.VENT PIPING AND RISERS AS SHOWN. 3. THERE ARE SURFACE WATERS WITHIN 200' OF 1L A111 6. TEST ALL EQUIPMENT'A5 PER SOHO REQUIREMFZ ENTS. SUB JEGT SITE 1w AF 1. RESTORE ALL AREAS TO MATCH EXISTIN6. CHK'D BY: LOWER RIGH GWG0 0 LINE OF PROPOSED HAYBALE5 / SILT FENCE 24. 1 ' RED AR ELEVATIONS, 12.2' •<<G C TYR �� NEW U-BUMPER, TYP. - O - O Q�5 >rL K. P G MEAN LOW .. :N % WATER LINE a ® 2" S.W. AMERON N (P F, O PIPING N K REGULAR TANK �' ' ��T 0 SAI Q¢ WETLANDS I �! 4 5K DIESEL. GALV. STEEL � 1 2�3 F OF MEQ FLAG, TYP. J � ' � RISER ABOVE GRADE Wr OPW MODEL 723 PRESSURE VENT GAP FOR REGULAR TANK AND OPW 23 t ATMOSPHERIC VENT GAP FOR DIESEL TANK. _ _ _ - -} (\ NEW OMN EG RA -2 HIGH ZANK NEW 12K MULTIGOMPARTMENT MOUNTE O NN NT 1 15ER \TOR �T (7K REGULAR / 5K DIESEL) DW SIT FRP UST, W/ 12 REINF. TANK ,f1 9 l-1 j MAT EXTENDING 24" BEYOND _ NEW VENT RISE TYP. PL05 TANK EDGES. UA ff v NEW STAGE I VAPOR 06 f RECOVERY DRYBREAK, TYP. Lf--) - MEAN HIGH WATER LINE ILI ` E �7 e NEW 24" FIBRELITE UO ® FL600-GD, TYP. 2 PL65. Q qor /, CD WETLANDS � � `_� 0-1C ' FLAG, TYP. 24. 1 9`6•• �; I / KEY MAP 0 0 e: e OPROJECT INFORMATION: ® ® PROPERTY OWNER: NEW 40" FIBRELITE FLI00 SUMPCONKLIN& ADVISORS LLC / e, ' [0. Q8 1760 SAGE BOULEVARD �, s" ACCESS MANHOLE, TYP. 3 PLGS O J 1 1 . SOUTHOLD, NY 111-11 CONTACT:ANDANDR MBRII KGOVE. N GOM •. MEAN LOW 2 ® 51-477-0550 NEW 10 LB B.G. FIRE TAX ID# 55-2405160 WATER LINE // \;�.'' , EXTINGUISHERS, TYP. PLG5 (2 IN BETWEEN 20' - 100' WETLANDS BUILDING, 1 AT EACH ISPENSER $ FLAG, TYP. \ NEW 2" DIA AMERON DUALOY (1) MOUNTE ON DOCK) NEW 10 LB B.G. FIRE 10 LB B.G. FIRE / ®, 3000/L PRIMARY INSIDE 3" NEW OMNTEG NEW EMERGENCY EXTINGUISHERS, TYP. 5 PL05 (2 IN EXTINW15SER5 IN EXTERIOR •.. DIA AMERON DUALOY 3000/L ®" C� I PROTEUS-K MOUNTED IN 5HUT-OFF IN BUILDING, i AT EACH DISPENSER $ ABINET 4 E GY SHUTOFF, .".. SECONDARY PRODUCT PIPING ATTENDED AREA ATTENDED AREA (1) MOUNTED ON DOCK) MOUNTE AS PER DETAIL MEAN HIGH FORMER WITH 3'-0" MAX WATER LINE ELECTRICAL BOXES REV DESCRIPTION EW I DATE NEW HANNAY 55520-30-31-155A H05E REEL WITH (1) 100' HO5E , I -_-- 1`{ I - - MFZ (TYP. 4 PLGS.) ■s ■s � ,� /fir` ,,,,,,� ® � ��I��I 1 PRELIMINARY DESIGN MFZ 8.8.23 O � � 2 � CONSTRUCTION DOCUMENTS 8.24.23 �� i ' IDSL GAS s aft am ® �wl- TIMBER CURB C� 3 REVISED AS PER COMMENTS GFH 8.30.23 ft" REVISED- 06 - -- - - -- - ---' 06 4 REVISED AS PER DEC SUBMISSION 10.24.23 - - NEW 1-1/2" DIA OMEGAFLEXNEW PGI TSM 3636 O FRP LINE OF PROPOSED DOUBLETRAC FLEXIBLE 5.W. FRP TRANSIT ON SUMP ' HAYBALES /SILT FENCE DOUBLE-WALLED PRODUCT PIPING Y4I`INTE ID am nowum �o (2) NEW WAYNE RELIANCE 7200 "" SERIES DUAL-HOSE DIESEL WETLANDS GRAVEL DRIVE "ems ." -. d mom' "� I1 J� - - --- --- -- - WAY -- - DISPENSERS W/ CUSTOM FLAG, TYP. was MEAN HIGH 5TAINLE55 FAIRFIELD DP-I SUMPS v. riATER LINE a I 17.8 -- -� -� I 16.8 / •.. PLANTER BOX, ............ OX, MEAN LOW -� WATER LINE 2 PI-05 WETLANDS FLAG, TYP. MEA HIGH roof OH d- 22-J WA R LINE c)(-) TIMBER CURB MEAN LON WATER LIE 2 4.O k�r FLAG, TYP. METAL J FRAM 4 - BULKHEAD no � / d- N AMd- lE /-nn(\rpfp msoc s PLANNING & DESIGN ARr=A OF YORK FLAN 256a ORINOCO DR.BRIGHTWATERS,NY 11718 OFFICE: (631) 665-9619 SCALE: I" = lo'-o" Glenn@grahamassociatesny.com "RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING 'ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS 'ZONING VARIANCE 'WETLANDS PERMITS,DEC,DEP N1=YV 40" WATERTIGHT MANHOLE BY 'ALL PHASES OF EXPEDITING FIBRELITE MODEL# FL 100 EX15TIN15 WOOD DOCK OMEGAFLEX DOUBLETRAG U6F-SSFST-24 FITTING WATER TIGHT TW15T-LOK COVER PRODUCT PIPING ENTERING A SUMP' SHALL BE r T �p' T "a'` t' : `- WITH TEST PORT FOR TESTING OF SECONDARY e.T PIPE SUPPORTS, CONTAINMENT NEW REINFORCED IMMEDIATELY TRANSITION TO GALVANIZED STEEL FOR TYP. ASONGRETE FRAME OMNTEG BX-PDS SUMP SEN50R TO 13E— GASOLINE E 50HED. 40 BLACK STEEL FOR DIESEL. J0 Ss. I" - G.A. P, C -1 ,N . R . _z% . GRADE GRADE PRODUCT DISTINGUISHING AND RIGIDLY CONTRACTOR SHALL MINIMIZE EXPOSURE OF FRP AS , MOUNTED I" ABOVE SUMP BOTTOM PRACTICALLY POSSIBLE `a .�'.. '. I 10 1 I �t-1��s� �;=i`� i X . . SUFFOLK COUNTY APPROVA4 STAMP p T �' �; ' r 4_'I' gP.� 5j . e. EXPLOSION-PROOF JUNCTION BOX OPW MODEL TBA-3020 WITH TEST PORT FOR TESTING �-P!'31.UL L S_,.• B- OMEGAFLEX DOUBLETRAG �> U6F-24 RIGID ENTRY BOOT " OF SECONDARY CONTAINMENT. AFTER TESTING, BOOT y � A �' I� I, ;T I _i 2' AMERON DUALOY 3000/L FRP PRIMARY ." INSIDE 3" AMERON DUALOY 3000/L 3/4 DIA 6R5 CONDUIT TO EXISTING SHALL BE SLIPPED OUT OF PLACE FOR PROPER 7 NEW I-I/2" OMEGAFLEX DOUBLETRAG' SECONDARY PRODUCT PIPING FROM ALARM PANEL INSIDE BUILDING WITH FUNCTION OF SECONDARY CONTAINMENT. USF-FSP-24 DOUBLEWALL PRODUCT TANKS w/OPW EBF-0300 SUMP OPW EBF-0751 FLEXIBLE ENTRY BOOT TO DISPENSER —1 C PIPING TO DISPENSERS TRAN5I TI ON BOOT PROJECT LOCATION: FROM UST CONCRETE DEADMEN 2" AMERON >UAL.OY 3000/L FRP - INSTALLED AS PER PRIMARY INSIDES" AMERON MFR.SPECS DUALOY 3000/L SECONDARY BRICK COVE MARINA OfIN 3/4" DIA GR5 CONDUIT TO ALARM -0. OPW MODEL TBA-3020 WITH TEST PORT PRODUCT PIPIN6 w/OPW EBF-0300 PANEL 1665 BUILDING WITH ARM FOR TESTING OF SECONDARY - — SUMP TRAN51TION BOOT I-160 LITHOSA& BOUL�V?�RD EBF-0'151 FLEXIBLE ENTRY BOOT CONTAINMENT. AFTER TESTING,BOOT 50UTI-fOLD, NY I I q-1 I SHALL BE SLIPPED OUT OF PLACE FOR NEW 1-1/2" OMEGAFLEX PROPER FUNCTION OF SECONDARY DOUBLETRAG U6F-FSP-24 LINE OF TWIST-LOK COVER ABOVE EXPLOSION-PROOF JUNCTION BOX CONTAINMENT• DOUBLEWALL PRODUCT PIPING PROJECT DESCRIPTION: 'j TO NEW DISPENSERS 2" BALL VALVE,TYP.3 PLcs. PUMP AND TANK UPGRADE OMNTEG BX-PDS SUMP SENSOR TO BE . CONCRETE DEADMEN INSTALLED AS PER OME6AFLEX DOUBLETRAG PRODUCT DISTINGUISHING AND RIGIDLY PAGE DESCRIPTION: MOUNTED i ABOVE SUMP BOTTOM MFR. SPECS U6F-24 RIGID ENTRY BOOT 2" BALL VALVE OME6AFLEX DOUBLETRAG U6F-S5F5T-24 AREA OF WOW PLAN PGI TSM 363630 FRP SDN. FRP PRODUCT PIPING ENTERING A SUMP SHALL BE IMMEDIATELY FITTING WITH TEST PORT FOR TESTING OF PGI TSM 363630 FRP FLUSH JOB#: TAX MAP: TRANSITION SUMP TRANSITION TO GALVANIZED STEEL FOR GASOLINE 4 SGHED. SECONDARY CONTAINMENT,TYP.2 PLG5. MOUNT 5.11. FRP TRANSITION SUMP 12" MIN. PEA GRAVEL (THAT 40 BLACK STEEL FOR DIESEL. CONTRACTOR SHALL MINIMIZE 23O8OI 1000-57-OI-038.003 MEETS ASTM 0-33) AROUND ALL EXPOSURE OF FRP AS PRACTICALLY POSSIBLE TRANSITION SUMP PL,4N DATE: SCALE: IN SET: SIDES OF TRANSITION 5UMP NOT TO 50ALE 5/5/23 AS NOTED 2 OF 4 DRAWN BY: SHEET: TR,4N9ITION SUMP DETAIL MEZ NOT TO SCALE CHK'D BY: LOUDER fRIGH1 I &NO 0 NEW OMNTEC MAGNETOSTRIGTIVE PROBE OF"EBF-0151 3/4" CONDUIT ENTRY FITTING _ NEW 40" WATERTIGHT MANHOLE BYNEW 5" DIA AMERON DUALOY 3000/L MORRISON 50LENOID VALVE FIBRELITE MODEL# FL 100,TYP. 2 PLG5. NEW 30" FIBRELITE 5.N. FRP VAPOR RECOVERY PIPING W/ (QED A,,� FL760 MANHOLE OPW EBF-0300 SUMP ENTRY BOOT DEFLECTION RISER PORT ON (rG C,S, DENOTES HOLDOWN LOCATIONS. DEFLECTION RISER PORT TANK CENTERLINE, TYP. �5 pi.L K. 0 SEE MiR'S INSTALLATION GUIDE ON TANK CENTERLINE,TYP. NEW 50" FIBRELITE C? ��,`� Gy F` "SnC,II=IGALLY FOR THI5 TANK" FL760 MANHOLE NEW 40" WATERTIGHT MANHOLE BY NOTE: O FOR TYPES b LOCATIONS FAIRFIELD 5550-5 (5) GALLON FIBRELITE MODEL# FL 100,TVP. 2 PLG5. MORRISON 50L.ENOID VALVE NEW 2 HP RED JACKET SPILL CONTAINMENT BOX NO FAIRFIELD B65G-5 (5) GALLON NOT ALL EQUIPMENT SHOWN FOR , SUBMERSIBLE PUMP W/MECHANICAL VAPOR RECOVERY BOX,NO CLARITY,SEE 5UMP EQUIPMENT PLAN COVER, NO LID. NEW 2 HP RED JACKET SUBMERSIBLE PUMP NEW OMNTEG MTG-5 MASNET05TRICTIVE PROBE LINE LEAK DETECTION DOVER,NO LID.--\ W/MECHANICAL LINE LEAK DETECTION FOR FURTHER DETAIL. '^ G °- --• •e Q•A °- ! _ d '�•: �- : :e - a-- .q-.e e• - e� --- - e _ 't •-d e _ V� "..i. NEPI 12" THICK REINFORCED GONG. a . .' s q e a ° e°e •°' e e e. :° ° �T TANK/15L.AND MAT,REINFORCED w/6X6 e - d ' e a. . q e' : 4- • . • 'e " N f-%V`�O 10/I0 W.W.F,4,000 P51 GONG. ® 28 ►EW OPW 615ALP-1020-EVR 5WIVEL "'° DAYS TANK MAT SHALL SLOPE I/8" P/ 2" MIN. -' NEW 2" DIA FILL # OPW 654TT-7085-7055FILL GAP NEW 42"Q LIQUID TIGHT FOOT AWAY FROM ALL MANHOLES. NEW 42"40 LIQUID T16HTAMERON DUALOY \ 2" FIBERGLASS TURBINE SUMP FIBERGLASS TURBINE SUMP i ,,-5000/_ S.W. FRP EXPLOSION PROOF TYP VENT PIPING W/ i OPW EBF-0200 I JUNCTION BOX, TVP. 4 PLG5 NEW 2" DIA AMERON DUALOY ?� SUMP' ENTRY BOOT O'W EBF-0751 5/4" CONDUIT ENTRY 3000/_ S.W. FRP VENT PIPING W/ � FITTING,TYP. 4 PLG5. OPW E5F-0300 SUMP ENTRY BOOT QQ NEW 2" DIA AMERON DUALOY ! hi- LABEL SHOWING THAT THE TANK WA5 3000/L PRIMARY IN51DE 5" HOSEMASTER NEW OMNTEC BX-PDS PROBE ® I" ^�- FABRICATED IN ACCORDANCE W/ IA AMERON DUALOY 3000/L FLEXIBLE , ABOVE SUMP BOTTOM,TYP. 4 PLG5 UL-1316 AND UNIQUE SERIAL NUMBER SECONDARY PRODUCT PIPING CONNECTOR CONNECTOR EXTENTS OF EXCAVATION NEW 2" BALL VALVE NEW 2" DIA AMERON DUALOY 5000/L NEW 2' BALL VAL PRIMARY INSIDE 3" DIA AMERON DUALOY 3000/L SECONDARY PRODUCT PIPING H05EMA5TER FLEXIBLE FOLLOW OSHA FIRE-SHIELD CONNECTOR REQUIREMENTS FOR OPW EBF-0300 FRP FLANGED ENTRYFITTING MECHANICAL FILL— SHORING 233 4432 VAPOR SHORING (AS NEEDED) FLANGED ENTRY FITTING LIMITER OPW MODEL EXTRACTOR FITTING ,000 GALLON / #61so-4000, TVP. 2 PLGS C7/000 GALLONNEN 12K D.Vi. FRP \ ENT TANK AS MFG BY CONTAINMENT AL SOLUTIONS D I EBEL REGULAR GASOLINE f STORAGE STORAGE 18" FILL RISER NOTE: MIN TAN< MUST CARRY TAN< MUST CARRY 4 E ALVANIZED FILL RISER(GAS), t� .o ED 40 BLACK STEEL (DIESEL,) UL1316 LA5EL UL1316 LAe��- KEY MAP 501L A77 THE LEVEL OF THE TANK TO \ \ NOTE: / PROJECT INFORMATION: BE GLASS A-65 OR BETTER LIQUID LEVEL PROBE WILL TRIP OVERFILL ` ALARM AT q0% OF THE WORKING PROPERTY OWNER CAPACITY OF THE TANK _ CONKLIN& ADVISORS LLC FILTER FABRIC TO LINE ENTIRE X 1760 SAGE BOULEVARD EXCAVATION DUE TO PRESENCE OF /}� / SOUTHOLD, NY Ill71 WATER. INSTALL A LAYER OF FILTER 1 11, I O 11 13 14 1 I7 1(o 1 z 1 / CONTACT:ANDREW 50LOMON FABRIC OVER THE ENTIRE ; ANDREW®BRIGKGOVE.GOM EXSAVATION. ALLJOINTS IN THE 631-477-0830 - - - - - . ... :..•..- :.:.., TAX ID 8 - I FABRIC, SHOULD B - 5 2403760 FILTER . - - - �- •-- - L'; A 121NGHE5. AL :. , P ONTO THE TANK - - F RIG MUST A O - . . -- - - .r•• .. ... - .- - > > AND EXCAVATION SURFACE A 5i •4 \: , MINIMUM OF 6 INCHES. - - •- - - _ N •t.:, n. a •r, f �C - y` _ OMNTEG ANNULAR IMPACT PLATE,TYP. 4 PLG5 (2) DEADMAN 12" X 12' XI8' 24" COMPACTED PEA, cNJpAGE SENSOR o BE REV DESCRIPTION BY DATE .' GRAVEL FILL RIGIDLY MOUNTED AND ' TYPICAL 12,000 GALLON SPLIT ('(K REC'a:UL�4R/5K DIESEL) DOUBLE WALL F1�3ERCL,4SS STOR�4C"�E T,4NK ;: ., ` PRODUCT DISTINGUISHING 1 PRELIMINARY DESIGN MFZ ' 8.8.23 _ SCALE: 1/2" = V-O" - F - 2 � CONSTRUCTION DOCUMENTS M Z' 8 24 23 3 REVISED AS PER COMMENTS GFH 8.30.23 4 REVISED AS PER DEC SUBMISSION GFH 10.24.23 NEW 2" DIA AMERON DUALOY 3000/L PRIMARY INSIDE 3" -- -- -- DIA AMERON 12UALOY 3000/L SECONDARY PRODUCT PIPING NEW 42" DIA WATERTIGHT OPW EBF-0300 FRP FLANGED ENTRY FITTING, FRP TURBINE SUMP TYPICAL FOR ALL PRODUCT PIPING - -- -- _ - i NEW 2" DIA A PON DUALOY NEW 2"0 AMERON DUALOY 3000/L OPW MODEL TBA-3020 WITH TEST RT FOR TESTING OF SECONDARY 5000/L PRIMA R INSIDE 5" DIA 5.W. FRP VENT PIPING WITH OPW ONTAINMENT. AFTER TE5TING, Bo SHALL BE SLIPPED OUT OF EBF-0300 PLACE FOR PROPER FUNCTION OF GONDARY CONTAINMENT. - -- - - - - AMERON D ALOY 3000/_ - SECONDARY PIPIN - -- - NEW OMNTE 4" DIA SPA OPW EBF-0300 FRP FLANGED MORRI50N SOLENOID VALVE NEW OMNTIE P SENSOR TO BE MAGNET05TRIGTIVE PROBE ENTRY FITTING, TYPICAL FOR ALL PRODUCT DI5 INGUI5HING AND RIGIDLY EW DEFLECTION PRODUCT PIPING NEW DEFLECTION RISER PORT ON MOUNTED ABOVE SUMP BOTTOM OPW EBF-0751 3/4" CONDUIT RI5ER PORT ON TAN TANK CENTERLINE, TYP. ENTRY FITTING CENTERLINE, TYP. OPW MODEL TBA-3020 WITH TEST PORT EW 2"DIA BALL VALVE NEW 5/4" DIA. ORS CONDUIT W/ NEW EXPLOSION NEW 2"DIA FOR TESTING OF SECONDARY CONTAINMENT. /OPW EBF-0'151 FLEXIBLE PROOF JUNCTION BOX BALL VALVE \ AFTER TE5TIN5, BOOT SHALL BE SLIPPED HO5EMA5TER ENTRY BOOT, TYP. 2 OUT OF PLACE FOR PROPER FUNCTION OF LEXIBLE FIRE-5HEILD PLCSJ5UMP NEW FAIRFIELD 5EGONDARY CONTAINMENT. CONNECTOR r` BG50-5 SPILL H05EMA5TER FLEXIBLE CONTAINMENT H D CONNECTOR NEW 24 LIQUID TIGHT - MANHOLE FOR e o a FIRE S EIL STAGE I VAPOR NEW EXPLOSION _._�" FRP TURBINE SUMP NEW 2 HP RED RECOVERY ,c�, JACKET SUBMERSIBLE PROOF JUNCTION BOX b PUMP w/ MECHANICAL NEW 2 HP RED JACKET NEW EXPLOSION PROOF LINE LEAK DETECTION t \ SUBMERSIBLE PUMP w/ JUNCTION BOX NEW 42" DIA / MECHANICAL LINE LEAK DETECTION WATERTIGHT FRP NEW FAIRFI D 8650-5 SPILL CONTAINMENT NEW 2"� AMERON DUALOY 3000/L TURBINE SUMP S.W. FRP VAPOR RECOVERY 22"DIA MANWAY MANHOLE. NO OYER, NO LID IN NEW SUMP, TYP 22" DIA MANWAY PIPING WITH OPW EBF-0300 4" DIA SPARE ENTRY BOOT OPW EBF-0751 5/4" CONDUIT I 2 3 ,�, r0 S 1 11 1 13 14 1 1(D 17 15 IIB G ENTRY FITTING 'A It NEW OMNTEG NEW OMNTEG SUMP SENSOR TO BE [:MA:r_NETOSTRIGTIVE PROBE PRODUCT DI5TINGUI5HING AND RIGIDLY MOUNTED I" ABOVE SUMP BOTTOM Nl_ NEW OMNTEG SUMP SENSOR TO BE CONCRETE DEADMAN 12" X 12" X 18', msoc PRODUCT D15TINGUI5HING AND RIGIDLY TYP. 2 PLGS PLANNING & DESIGN — MOUNTED 1° ABOVE SUMP BorroM TYP I CI L :SUMP SQU I PMENT PLAN FOR REGULAR/DIESEL TANK 256a ORINOCO DR.BRIGHTWATERS,NY 11 18 SCALE: 1/2" = 1'-0" OFFICE: (631) 665-9619 5703.6.9.1 FIBERGLASS-REINFORCED PLASTIC, PIPIN&. Glenn@grahamaSSOclatesny.com FIBERGLASS-REINFORCED PLASTIC (FRP) PIPING 15 NOT REQUIRED TO BE PROVIDED WITH FLEXIBLE JOINTS IN LOCATIONS WHERE 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING BOTH OF THE FOLLOWING CONDITIONS ARE PRESENT: ENVIRONMENTAL ENGINEERING 'PETROLEUM SPECIALISTS 'Z O N I N G V A R I A N C E 'WETLANDS PERMITS,DEC,DEP FILL RISER NOTE: I. PIPING DOES NOT EXCEED 4 INCHES IN DIAMETER. 'ALL PHASES OF EXPEDITING 4" GALVANIZED FILL RISER (GAS), 2.PIPING HA5 A STRAIGHT RUN OF NOT LE55 THAN 4 FEET ON 50HED 40 BLACK STEEL (DIESEL) ONE SIDE OF THE CONNECTION WHERE SUCH CONNECTIONS NOTE: ALL NEW TANK SUMPS TO BE INSTALLED AND CERTIFIED RESULT IN A CHANGE OF DIRECTION. (�I.E,' T `%V. G-��A T- A i�'_? , _��E . BY A LICENSED CONTAINMENT SOLUTIONS CONTRACTOR. IN LIEU OF THE MINIMUM 4-FOOT 5TRAIGHT RUN LENGTH, APPROVED J 0 IS E 17 . � ,r w R� C I A� , i.G- . ./�... . 11.90" AND LISTED FLEXIBLE JOINTS ARE ALLOWED TO BE USED UNDER 4 DISPENSERS AND 5UGTI ON PUMPS, AT SUBMERGED PUMP5 AND G E R G TANK EQUII=MENT NOTES: 54r,<12-ILL INSTRUCTIONS TANKS, AND WHERE VENT5 EXTEND ABOVE GROUND- J U 1= O L K C ® U N Y .4 P 1� i� O Y !� 5 T A M P P �✓I, Cl B A ITS, ((�- i -, T) 1. TANK TOP PIPING SUMPS SHALL BE FIBERGLASS, LIQUID TIGHT AND I. GENERAL D.� I C�1-i: 71 Imo : D I�NT IN, FACTORY FIBERGLA55ED To TANK TOP. BOLTED SUMPS OF ANY SORT SHALL NOT BE ACCEPTED. USE PEA GRAVEL OR CRUSHED STONE AS SPECIFIED IN THE Q CONTAINMENT 5OLUTION5 INSTALLATION MANUAL AND OPERATING CONTROLLER NOTES: 2. THE TOP E°DDE OF PIPING SUMP SHALL TERMINATE AT A POINT GUIDLINES IN EFFECT AT TIME OF INSTALLATION (SUBSEQUENTLY PROJECT LOCATION: THAT 15 HIGHER THE THE MANWAY SKIRT AND SHALL MAINTAIN A REFFERED TO AS "INSTALLATION MANUAL"), AND THE CONTAINMENT SYSTEM PRINTER I. NATIONALLY RECOGNIZED TESTING LAB U.L. 5_04. MINIMUM OF 2" CLEARANCE BETWEEN THE MANWAY SKIRT AND SOLUTIONS BACKFILL GUIDELINES FOR BED AND BACKFILL MATERIAL. 2. SYSTEM SHALL BE ABLE TO DISTINGUISH BETINEEN � ICK GOVT MARINA PIPING 5U1-IP, IE, MANWAY SKIRT SHALL BE A MIN OF 4" IN o THE SENSING OF WATER AND HYDROCARBONS DIAMETER< LARGER THAN THAT OF THE PIPING SUMP. / T� °` B. SYSTEM 15 APPROVED FOR USE W/ D.W. a s.W. 1160 S?�GF BOULEVAfi�D 3. A CONTAINMENT MANHOLE SHALL BE PROVIDED AT ALL FILL SCREE P1OR T�AY FRP TANKS. SOUTHOLD, NY 111 —11 PORTS WITH A MIN CAPACITY OF 5 GALLONS. THE CONTAINMENT EQUIPMENT NOTES: MANHOLE SHALL NOT BE ATTACHED TO THE SUMP ACCESS MANWAY I. (2) MT6-8 MAGNET05TRIGTIVE PROBES. PROJECT DESCRIPTION: AND SHALL BE CONTAINED WITHIN THE PIPING SUMP. WEEP HOLES 2. (7) BX-PDS SUMP LEAK DETECTION PROBES. PUMP AND TANK UPGRADE ARE NOT PERMITTED. SHOULD A MANWAY MOUNTED CONTAINMENT 6PEGIAL NOTE ON PRODUCT PIPING WITHIN ,4LL �UMP5: 5. (1) BX-PDWF INTERSTITIAL 5PAGE LEAK 5EN50R. MANHOLE BE UTILIZED, ITS CAPACITY SHALL BE NO LESS THAN 15 PAGE DESCRIPTION: GALLON5 AND A SECOND INTO MANWAY SHALL BE PROVIDED FOR PRODUCT PIPING ENTERING A TANK SUMP SHALL BE 4. (U RA-2 OVERFILL ANNUNCIATOR TANK DE'�AILS IN5PEGTION PURP05E5. ALL MANWAY AND CONTAINMENT IMMEDIATELY TRANSITION TO GALVANIZED STEEL OR SCHD COMPONENTS SHALL BE NASSAU COUNTY APPROVED. 40 CARBON STEEL FOR DIESEL. CONTRACTOR SHALL ALARM BUTTON JOB#: TAX MAP: MINIMIZE EXPOSURE OF FRP AS PRACTICALLY POSSIBLE. WARNING BUTTON 230801 1000-S�i-OI-038.005 4. THE LEAK DETECTION PROBE FOR ANY PIPING SUMP MUST BE SET OWER $LITTON DATE: SCALE: IN SET: ,\ BELOW THE TOP OF THE FACTORY INSTALLED CONTAINMENT �p I /� 8/8/23 AS NOTED 3 OF 4 COLLAR AND NOT MORE THAN 2 INCHES ABOVE THE TANK. THE OMNT C PRO I Uef < TAN< MON I T® INC PAN DRAWN BY: SHEET: PROBE MUST BE RIGIDLY MOUNTED. NOT 70 SCALE MFZ CHK'D BY: 0--i LOUDER RIGH GWG e SHEAR VALVE TO BE INSTALLED �FtED Aficy W SHEAR GROOVE FLUSH TO 3/4" BELOW TOP O5HEAR v MMU I PMENT LIST#IO ��`' PEI K oLyy�f0 •, DISPENSER INLET PIPE SUMP WALL PART OF - - Cr �� 4. SEAL SPACE BETWEEN DISPENSER QTY EQUIPMENT MANUFACTURER MODEL NUMBER eyA COMPRE55ION RING - 7Ik ✓� , DISPENSER AND ISLAND SILICONE WITH 51LICON OR GROUT NEN CUSTOM STAINLESS FAIRFIELD GONG. PAD ABOVE TANK TO EXTEND� I D.N. F/6 TANK CONTAINMENT SOLUTIONS DWT'7K/5K SPLIT (P DP-I DISPENSER SUMP5 IN EXI5TING SAND CLAMP RUBBER PRESSURE RING DOCK 24" BEYOND TANK ED&E5 BY MAWFACTURER SUFFI-07 ' 9 0220 3/4" DIA GRS RIGID _ _ 2 TURBINE ENCLOSURE yy/ TANK 42" T� ELECTRICAL RUBBER BOOT PIPE SUPPORT BRACKET SUMP TO GRADE (BEYOND) OF NE`s CONDUIT ` 2 TURBINE ENCLOSURE BY MAWFACTURER SUPPLIED ` TOP OF DOCK TAKE-UP ASSEMBLY PROVIDED BY N/TANK 22" - CONTAINMENT SOLUTIONS - 2 5 GALLON FILL SPILL BOX FAIRFIELD 505G-5 5/5 w/LID 3/4" DIA 6RS CONDUIT TO EMERSENGY 5 GALLON VAPOR PRODUCT PIPING ENTERING A SUMP SPLIT-STRAP ANCHORING SYSTEM I RECOVERY DRYBREAK FAIRFIELD BGSG-5 5/5 w/ LID SHUT-OFF SNITCH KITH FRANKLIN SHALL BE IMMEDIATELY TRANSITION TO PROVIDED BY CONTAINMENT FUELING FEB-0'75-D FLEXIBLE ENTRY 6ALVANIZED STEEL FOR 6A50LINE OR SOLUTIONS AS FIBER6LAS5 PIPE REO': PRODUCT (DNU AMERON DUALOY 3000/L BDOT SGA. 40 BLACK STEEL FOR DIESEL. G CONTRACTOR SHALL MINIMIZE RES FIBER&LA55 PIPE (5N) AMERON DUALOY 3000/L SITE 3/4" DIA 6R5 CONDUIT TO ALARM '4 EXPOSURE OF FRP AS PRACTICALLY PROPOSED DOUBLE-WALL PANEL IN51DE BUILDING WITH POSSIBLE. WIRE-TIE HOOK IN ANCHOR POINT To AS FLEXIBLE PIPE 1_1/2"pMEC,AFLEX DWBLETRAG NGF-FSP-24 FRP PETROLIUM REO': PRODUCT (ON) FRANKLIN FUELING FEB-0�5-D ME6AFLEX DOUBL.E7RAG UGF-24 PREVENT SLIPOFF, HOT GOAL TAR 5TORA&E TANK INSIDE CONTAINMENT SUMP OUTSIDE CONTAINMENT SUMP FLEXIBLE ENTRY BOOT i RIGID ENTRY BOOT COATING TO PREVENT RUST I TANK MONITORING OMN7'EG PRpTEUS-.{� EXPL.O51ON-PROOF JUNCTION BOX—/- - I INTERSTITIAL PROBE OMNTEG BX-PDNF 5TAINLE55 STEEL ANCHOR GLEV15 NEW 1-1/2" OME67AFLEX 7 SUMP PROBE OMNTEG BX-PD5 DOU13LEKALLTRAO URODUCT24 SEE TANK SECTION FOR NUMBER d SIZE 2 MA6NETOSTRIGTIVE PROBE OMNTEG MT6-8 OMN1'EG BX-PDS SUMP SENSOR TO BE DOUBLEWALL PRODUCT PIPING PRODUCT DI5TINSUISHING AND RIGIDLY OF DEADMAN. ALL OF-ADMAN SHOULD - - BU KH AD PITTING MOUNTED I" ABOVE SUMP BOTTOM OMEGAFL.EX DOUBLETRAG UGF-24 FITTING WITH SIZED PER CONTAINMENT SOLUTIONS I HIGH LEVEL ALARM OMNTEG RAS-2 L E G --_ _ _ - TEST PORT FOR TESTING OF SECONDARYSPECIFICATIONS N R BOOT FOR F IB T Y DISPENSER - - 2 EX LE _ L WAYNE (STAINLESS) SE - A LE55 SELECT7200 CONTAINMENT. AFTER TESTING BOOT SHALL - - - ( ) Ho5EMA5TER FLEXIBLE FIRE-SHIELD ---� � --- � -��-�--`-�---� _ - -- MAIN T I E T RE BUT 5L PPE: OUT OF P O LAG A - w NEW YELLON JACKET � CONNECTOR / O I I - � PPN T SIN UJ LL G - CON DUI S SINGLE NOT TO SCALE 150LATION JACKET,TYP FACILITATE DRAINAGE OF 5ECONDARY. 2 DISPENSER SUMP FAIRFIELD (5TAINLE55) (CUSTOM) DP-I OPW EBF-0'751 FOR CONDUITS (2) #6 REBAR BY 24" LONG m COMPACT'S: PEA � I TRANSITION SUMP PGI TSM 363630 GRAVEL - 24" MIN. OPW E5F-0200 FOR 2 FRP A5 SUMP ENTRY Boors OPW EBF-0500 FOR 3 FRP DISPENSER SPILL CONTAINMENT SECTION FOR DOCK MOUNTED DISPENSER BEDDING REQ': FOR CONDUIT OPW EBF-0751 NOT TO SCALE (2) #6 REBAR BY 24" LONG AS SUMP ENTRY BOOTS KEY MAP REO'D FOR 2" S.W. FRP OPN EBF-0200 1/2" STEEL PLATE 1/2" STEEL PLATE '°`-'` `Slump ENTRY BOOTS OMEGAFLEX UGF-24 PROJECT INFORMATION: REO': FOR 2 D.W. OMEGAFLEX EXISTING SIDE VIEW END VIEW � SUMP ENTRY 80075 FINISHED DEADMAN DETAILW EBF-0300 5URFACE NEN 4" MIN. ASPHALT PAVING OR REO': FOR 3" S.N.SNFRP PROPERTY OWNER: 8"CONCRETE TANK SLAB NOT 70 SCALE #6 REBAR GROUTED IN ALL PROBES SHALL BE PRODUCT DISTINGUISHING I VAPOR EXTRACTOR TEE OPW 233-4452 CONKLIN& ADVISORS LLC PLACE ®18" O.G.,DOWELS SAW-GUT PRE MOULDED FILLER 1'160 SAGE BOULEVARD AS NEEDED EXPANSION JOINT FOR AND RIGIDLY MOUNTED cd�tT�tACTott SHALL !FOLLOW GONT/lINMBNT sownor>�6uiD�iN�S r-oR TANK, r,�owras. ,,� SHALL E)(TEND 12" MIN REQ1O TEST BOOT DPW TBA-3020 CONTACT:, NY IIg71 EACH WAY,TYPICAL COMPACTED CONCRETE AREAS ONLY GONTAGT:ANDREw SOLOMON AS BACKFILL EARTH REQD TEST BOOT OMEGAFLEX DOUBLETRAG UGF-55F5,T-24 ANDREN®BRIGKGOVE.GOM 631-477-0830 REQ': FLEXIBLE CONNECTOR HOSEMAS7ER FIRE-SHIELD TAX ID# 85-2403760 (MIW 2 BALL VALVE MORRISON 691855-0800V 2 SUBMERSIBLE PUMP RED JACKET 2 HP w/MECHANICAL LLD (MIW I2 „ WAYNE SELECT 7200 3 SUMP ACCESS MANWAYS FIBRELITE 40" FLI00 MIN F 4 MIN NEW 2"AMERON DUALOY LGX/ DISPENSER TYP. 2 PLGS PONT BOLTED w/ SOOO/L GALVANIZED 3 SUMP ACCESS MANWAYS FIBRELITE 30" FLT6o HARDWARE TO REV DESCRIPTION BY DATE 4" EXISTING DECK 2 MECH. OVERFILL OPW 6150-4000 ELIMINARY DESIGN MFZ I GALVANIZED STEEL RISERS 0 , JOISTS I VAPOR EXTRACTOR FITTINGS OPW 233V-4430 2 ; -CONSTRUCTION DOCUMENTS- MFZ 8.8.23 ® ® SUFFOLK COUNTY MIK PEA GRAVEL APPROVED NO SMOKING 8.24.23 w/OPW23 OPEN VENT GAP - b„ I. ENTIRE EXCAVATION FOR DSL 8 OPYY 123 NOZZLE VIEW OF FILL - - -- - GFH 2 TIGHT-FILL ADAPTERS OPN 653TO 3 REVISED AS PER COMMENTS GFH 8.30.23 4 RFVISFD AS PER DEC SUBMISSION 10.24.23 IN. PRESSURE VENT FOR 6A5 2 FILL GAPS DPW 63477P -- - - -- - - - - - VIRGIN SOIL (2) NOZZLES W/BREAK- __-- _- - _,-----_-'-_--- ----_ EXTENT OF A►NAY COUPLERS d (1) 1 OPEN VENT GAPS OPW 23 (DSL) TRENCH NOTE EXCAVATION 100' HOSES IN HANNAY 10 LB GLA55 ABG PR -55URE VENT GAPS oPW 723 (GAS) - - ----- 55820-30-31-15.5A H05E FIRE EXTINGUISHER P P TOB INSTALLED REELS BOLTED TO DOCK IN NEMA 4 ___ _ AS PER MANUFACTURERS RECOMMENDATIONS WARNING "� w/(4) 3/8" 5/5 80LT5 d ENCLOSURE 4 HOSE REEL HANNAY 55820-30-31-15SA - NO SN IN S MOTOR HAR HARE /EA. AS FILTER FABRIC DUPONT TYPAR 5F - -, -- _-- ---------------- ----------- --__--- TYPICAL PIPING TRENCH DETAIL "°�'"""°`R �" REQS NOT TO SCALE EXISTING FIXED DOCK-/ -- 12"m x 36" GONG FOOTING,TYP POLE MOUNTED EXTINGUISHER DETAIL DOCK 2"4) GALV STEEL PIPE CLAMP, TYP NOT TO SCALE NEN CUSTOM STAINLESS FAIRFIELD DP-I E& l ' FRP VENT PIPE DISPENSER SUMP IN €& / BELON GRADE,TYP EXISTING DOCK (DIM. AS J I PER SITE CONDITIONS) ® SLOPE VENT PIPE DOWN O��`!/Y TEC / I/8" PER FT TO TANK, TYP Z <M REMOTE MGH LEVEL ALARM \ n DISPENSER ISLAND DETAIL GALVANIZED STEEL SWING JOINT TANK 1 TANK 2 =- NOT TO SCALE I f•y } 0 ® 4 +O 011 " . GALV STEEL VENT RISER AT LEAST 15 FT ABOVE GRADE,TYP NEW TRAFFIC BOLLARD AS PER �'--- 7.00* -----� \ DETAIL, THIS P6. DOCK SUPPORT ® Q STRUCTURE DECK BOARDS _�__-�--- L':arrnrtg Low vohage rapids ori j I E�ROWN WHITE( -) \ / STEEL CRO55 BRACEAM 3'-O" AND 5'-0" ABOVE GRADE O 0 i 2"DIA x 8'-0" GALV STEEL SUPPORTS W/WATER-T16HT GAP V FT ABOVE AQSOc� GRADE, TYP. if 1 ] 11 1 s NOTE PRODUCT PIPING AS INDICATED c+> PLANNING & DESIGNTANK5 IOK AND OVER SHALL HAVE A 15 SUPPORTED ON DOCK S ]]RED GREEN 3"DIA VENT LINE,UNDER IOK SHALL BE JOISTS AND HELD w/5TAINLESSA 2"DIA VENT LINE.SEE PLAN FOR LOCATION CLAMPS a HARDWARE,7YP. SLU256a ORINOCO DR.BRIGHTWATEM,NY 11718 • OFFICE: (63i) 665-9b1g AND NUMBER OF RISERS. PRODUCT PIPING SUPPORT DETAIL Glenn@grahamassociatesny.com TYPIC�4L VENT RISER I�ET�411. NOT TO SCALE HIGH j ` ' /� /� j� NOT TO SCALE H I H � Y � A L.A 1 1 DETAIL.. 'RESIDENTIAL DESIGN 'COMMERCIAL SITE PLANNING _ NOT TO SCALE 'EWIRONMEWALENGINEERING 'PETROLEUM SPECIALISTS 'Z O N I N G V A R I A N C E 'WETLANDS PERMITS,DEC,DEP 'ALL PHASES OF EXPEDITING SUMP WALL TYPICAL VENT RISER ELEVATIONS 4"P STEEL PIPE COMPRESSION RING RUBBER BOOT NOT TO SCALE BOLLARD PAINTED (; F-��T T., V. -! ' G'��A��A T\��_, P l ]S YELLOW d� () �� til � . (' �r I? �; � .!'� BAND CLAMP GONG FOOTING; 4,000 PSI GI1I%.GIa SECONDARY CONTAINMENT LINE CENTERING BLOCKS @ 28 DAYS SUFFOLK COUNTY A P P R O V o4 L S T ,4 M P NEN OPN 61V5A-MA VAPOR SNIVEL d AS PER MFR,TYP. Q . ��.,�J , (— E��U `T ' T`' T s P.T"� OPW 1711T-7085 EVR VAPOR GAP m p MIN. 2" CLEARANCE BETWEEN DI.17 _1 C f$J i.�_ I, �",. D U INT 11,T 1R. .. NEW 3o" NATERTIGHT MANHOLE FILL/SPILL BUCKET AND MANWAY EXISTING CONCRETE BY FIBRELITE MODEL#FL 760 SKIRT,TYP. ALL FILL PORT'S ,d- e `< f` PROJECT LOCATION: !' d BRICK COVE MARINA e.. d. e •e d A•- - NEW FAIRFIELD 565G-5 I-760 SAGE DOULEVARD PRODUCT LINE STAINLESS STEEL VAPOR L REDUCER W/ AIR STEM RECOVERY SPILL BOX w/ NEW 12" THICK REINFORCED (DETACH FROM SECONDARY HINGED LID GONG. TANK/15LAND MAT, m SO THOLD, NY I I q71 PROJECT DESCRIPTION: REINFORCED N✓6x6 IO/lo PUMP AND TANK UPGRADE PIPE WHEN NOT TESTING) w.w.F, 4poo P51 GONG. ® 28 . . -� DAYS TANK MAT SHALL ° s INSIDE CONTAINMENT SUMP OUTSIDE CONTAINMENT SUMP SLOPE 1/8" P/FOOT AWAY PAGE DESCRIPTION: FROM ALL MANHOLES. NEW 3"oP A.O. SMITH S.N. FRP 5TA6E I TANK DETAILS d - n JOB#: TAX MAP: VAPOR RECOVERY w/BRAVO F-30-R .'o ,_ FRP FLANGED ENTRY FOOTING 23080! 1000-5-7-OI-038.003 DATE: SCALE: INSET: TR �I4POR R COy RY MAN1LUA1' D r,�I L" s/8/23 AL NOTED of 4 TEST ®®T NOT TO SCALE L4'J DRAWN BY: SHEET: "U I I SHAPED BOLaL ARD DETAIL MFz NOT TO SCALE NOT TO SCALEYN17400 CHK':BY: LOUDER RIGH 6W6 ��S11FF0L�-cO Glenn Goldsmith, President Town Trustees A Nicholas Krupski, Vice-President y = 54375 Route 25 Eric Sepenoski �o "' P.O. Box 1179 Liz Gillooly �.fj ao�� Southold, NY 11971 Elizabeth Peeples ' ` Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: CONKLING ADVISORS, LLC c/o GRAHAM ASSOCIATES Please be advised that your application dated October 30, 2023 has been reviewed by this Board at the regular meeting of December 13, 2023 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project— SILT BOOM Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee'is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 70 BY: BY: Glenn Goldsmith, President c6�qo Board of Trustees Glenn Goldsmith,President �C CO Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski y ,? P.O.Box 1179 Liz Gillooly �A • 0�` Southold,NY 11971 Elizabeth Peeples �Ol �a ' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: `Z- '(0 ' 23 Completed in field by: . G (f a-e(�a Graham Associates on behalf of CONKLING ADVISORS, LLC requests a Wetland Permit to install one (1) 12,000 gallon double wall underground fuel tank (split 7,000 gasoline and 5,000 diesel); temporarily install steel sheathing around the hole during the installation of the underground tank which is to be removed prior to backfilling; install new double wall piping leading underground from fuel tank to two (2) new fuel dispensers at seaward end of dock; all proposed structures to have leak detection panel, probes and sensors. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000- 57-1-38.3 Type of area to be impacted: _Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: )< Chapt. 275 Chapt. 111 other Type of Application: ).0 Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: u K h G. -► ' CS: Axed h+C Present Were: K G. Goldsmith k N. Krupski k E. Sepenoski 1c L. Gillooly _E. Peeples r- - .. Blvd.,Greenport Conkling Advisors,LLC 0 .1'I• �,. 12/6/23 r - " Y.� 1 { f 12/ 6/2023 11 07 i 1• Conkling 1 .,:t., ., a �J�' �� fj• z �`.• ` c y nna . .Jr i 12/6/23 .. 40 : 07 Glenn Goldsmith,President �� COGya Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski ? P.O.Box 1179 - Liz Gillooly y • 0V Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Graham Associates on behalf of CONKLING ADVISORS, LLC requests a Wetland Permit to install one (1) 12,000 gallon double wall underground fuel tank (split 7,000 gasoline and 5,000 diesel); temporarily install steel sheathing around the hole during the installation of the underground tank which is to be removed prior to backfilling; install new double wall piping leading underground from fuel tank to two (2) new fuel dispensers at seaward end of dock; all proposed structures to have leak detection panel, probes and sensors. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000- 57-1-38.3 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples w - �o 0 y a x vi UI m0 Omm _41*DDv� 'I �f a mA �Sn�N 5 P*� C ,l 5 A A V cAii� of S a� N v g \\ 111 fTM Ct0 �-4 --- a � Q� ✓� a s LO VY AftUTPAWAMW 41 lk Ei- -------------- iD 1 �r w � ti 3 � a w - \ ° N y y a •> i 1 \ y ` 2 { Y ° 0 0 a o F 3 �o �s a G e M r , n w9. i r F, o a n m c m —� (n � x a n S O 1' a C/iy� ` o zzx zSdID° carr zc o�=o pmoz a m D V VJ o (�j `._ - m � m a 1>12 DNofz �� Noc m o mn�c O H �r a* a ?I - " aq \m ponmm o oma<A mmm- co n O { CQ O O O ? �' o zAX AZDAn z z�m zZ m�y� yp�i� m. 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',cE1p gRCy�� LODEIOP TrIE Ax�itl i5 TROLEIJX""SST—-I-ITL, .. , � 6�?U'� K�oyy�FO� 96963.1 THB COLOR9 1 5Y 190L5 TO BE USED - ❑wSN 6ASOLIrE___ ❑MDDIP bA90.1ru ___._._E11JE • Q - , ' �t ❑Lorex bAsau'xP r�rte 4 - A T" SAGE OV \ FOF NENyo 80U(E ❑w61Hx urr.er.DEv bA501JNE._RI3J..more cRozs © ❑MD0.E LAII.PAOED bA50LINE_.&.VE N HIIre CROfS O Z ❑EBS NU.EAD®bA50LiNE___..._-_____-.._..BRONZE � QC \ I - �VAPOR RECOJEF[Y-__--__.______.-__.._ORANGE � Z � �- _ .� _ ,,��'Y•• DIESEL ___YELLOW HEKIbOH, CI ,. I®Rg + ,y_' - - - ❑N r1$.OIL—___—._._PLRRE N YELLOn BAR O - - •-. ', 'r SITE, ❑n Fila ox _GREEN , _ .- ,' .. ,. ❑KERasD're_..-----'-- ---eaarw • _ - .. - '+ - •, l - .. +l- J `.nw�' ❑NASTL OIL__. ___ .__..PLRPLE ■ I .-..... I dl I ,I . � 1-• - Y reon ALL Mev sw Lv r y wwww a Im ear ffYX.1PE , IDs.M ,EPIC ,` - '• rm AMyYDCias r'LiA.a 0�� A. rR Mrd wmisiaatn/x�ares rye cP�wl�ce I - `, : �" . weuPX.L .RAH�aw.¢. g s. umB+BRaro nPws�Ime n»r��irorum $ I _•_—. I .. - _�! `. -=`-. I - . ;I F :-I� ppp•' .. AtJ.JGw9�ro�°AIm AR TkiXr��@� , i ` I �'! ' II i g PROJE(.TINFORMATION: I I ,� ♦ 11 a O�°vHS°,rrILLO>m 0R Rwcm w Y°L ALL PROPE /1� • . n!¢ttl�ilC�rl.Gnl 6w O'Acr AWG wax �Vx R!`IOWNER: — � � � - .. CONKLRK ADVISORS LI.0 ur RAruA,em. IT60 9A6e BOA.EVARD wm0 ' - 6C T GONfAGr.ANDRFY150LOT10N AN YIW� p _ I-�- DREYYWtIGKGOVELOM 8OOPM OF OUBMISSION s '- u __•, .• 'n r lw Z 60 I�fO4mlwrw�ve��M1:o°ol9 c_'oAme wwu�ws _... � _ . r� I==�'i+m,sxrw°u�s'*AnOfRr �rsn rAwc INSru.LAnDN ❑xor+srw.anxs consrw.cna+ ... {�, .i�. - .-•^ -- ., -- \� .• r X18 w�siwL�xor.NOfaAP"�'w•oR N{era w RePLAcel+a+r nnws ❑wDIFr exlsnXS srw.�nn¢is� I ' 1 - �__ -'� —.-.�.-t_..•��I've_'.. � �` _ �-wm _ _ _ _ . - _ _., '.rA.RA�'oe x�we�.''o•w,br.Au ueY XBu ARI e¢eX 5(srA6e I vATroR RecovERr ❑GENERAroR rsrAuwrloN ., __r____ 1- - ,` ._._`' ' ^,,'• '�� a � , 0-__ p r.ANOPT wsrAJ1 _ u nu°a m IKarAwrnK ❑nnO FIRE SlFPR65lON 5r5rEN ❑PROONGr rn alXb sneer eONVExsION 'C'N -"` - \, G Ifv - i - - - REV DESCRI ON B, DATE Y..r.I.I.,-.�»wr A,m p xiF sr�nce cXAxse IN am.DlNs ose DR xw,c,,.re �f� 1 I. .. _ _-r• 5ro bcK xA¢ .m°dL IAO OROR 1HtVI5Y.N x5n31 p OGQPANOY LLAY�IGArtON _'j', ':' SAS \, ' �NTE vlsPErelra ISLArmtsJ ❑RETRaFIr oP E>asrcuG rAwc ssros � �� -_t I,' �'�'I� _ '. _ -.. 'y_. rarH ar ora.°.uwraww r sr.o+r _ Eeeowwer nrwS AmxJwrra nn,wrremAeY Flaw. p xr°rnn easnNS ISL.ArIDtSJ ❑array r �x __�. -_- - - 'I.;' - _ _ °� .,,- CLNRRAOTORreJNIOT� I.eo.T�na'0'Flxs�enran°�ro nraba��E.v wPK i � -/[[r•l^__ .. -_r�•' •. ,� ./ I.rro mPs INSTALLATION SHALL MEET ALL rl�e IRI'A rrsAl m 1A-a,� THE REGUIREMEN75 OF THE PDaslm rKwr eras Mr, _ .' �ra Iroals mz'�µun,voroR wassne SUFFOLK COUNTY DEPARTMENT s ca" roM"®rora OF HEALTH SERVICES ARTICLE 15 " n��womme.vwmscurry As srw«°HI _ ... _ STANDARDS a NEPA STANDARDS - _ i xe ro I r r e rIm 30-2000 a BOA-2000 .--• Y' ■u' eLns rwNs we RIs xar°rora acro �- - .. .. asro�orxAr'"evFE:w rroueur e�e,rGAVA,1AION?1AL - rNSrtw ��MLY tea°.. I � -- ,. I • - •� 1 ■■ I. c°NrvAGVrwaRsHAiL MAI¢NOARBANsavrts Pi9MOR 36•MIN FENCE POST I `•••�'.: ' !- -._ _ wDP°I;��°Isro„L nlDK„rwrld j I I J_-- - •.- -. — , Z.r solL rs rgr0 cONrwwNwrm WOVE)!YUI�FENCE MIN 14 12' - „ ALL mow Aro °ice xArmre psros'L. GAUGE W MA%6'MESH SPACING) MMS 4fGTRICAI MBTALLATION6, WITX FILTER CL � �. .<^'.J'' - r _____ I.r�sr��wfrwwrlwe wrm r�wansnou°rz e4 REHAR,TYP.VB '•r ��"''YY ..;', - _.._.._—.._.._.�._..�_.___.__- .. - - - - rv.NTwxry w Ar<owAwx rm rwA m.w.laxr.L arLrrarx cope wek,•w,rAwss 1,sewn P.Plvenxr.a. - ! - ___ .. i eN Au nrmvurr COrmEr Ano Werlas xec�•I recta rO XAYF � -�.•. � __... asrvrur xvrvvrme I'�r r91m1/.ir w 4 Lt9n'D YMIEtaRCR O / ,y -r J MSOT ��r ",., �¢ _ _` u, GRAHAM I� I 151mBW&Raunm A�CSOCI) A DC7 r. cOKm�croR sxAla txcwvwrr wtxurtr> a LON'PACTm SOIL �./:--,,•ei' - •r �' `_ +yN/ GATES ALL u„Irc Li>�EW'aMOQ6° OWED IGrNr ETIM O OFILTER GAIN_ —I `• _ - __ .. A MIN F 6'IN ==N w �Y I-I I= 11=4LI=�=I G 8Ay —PLANNING&DESIGN- Egg ESIGN- 1I�I�J=JIT 256a ORINOCO DR BRIGHTWATERS,NY u7i8 OFFICE:(631)66 a,�> I-� I. -9619 _��ImLY�ALL—N—S S I I—I iIJ=1 I I_ �� s (-11- a� ,'�p Glenn@grahamassociatesny.com i wrlK nRa Ms QCOuusrC I. WOVEN WIRE FENCe TO BE PA51E SECURELY TO PENCE P M WITN WIRE TIE9 . .!, , - _ A 'RESIDENTIAL DESIGN •CONNBICx PtANNNG erne.IeAwus xwce,Arm OR STAPLES.POSTS 9NALL BE 9Tea EITxETx T OR V TYPE OR NARDPGOD. T c- `.!I•I gyp{ -ZONING�'AL EN IANC['PETRO'WETIAOLLEEUM SFE5CI�ALI TS Nor 0w.vwrlw FaR•,a°emrrt 3. FILTER LLCM TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH /Y SPACED EVERY 24•AT TOP Alm KD SECTION.FENCE 9HALL BE Htl EN WIRE,6' �, >,�P-'' • AILR444-+CFD6mfiPL K ne MAKIKM leso OPENING - & � Acrm®Je REalreD 9. Y'aEN TWO 5ECTON5 OP FILTER CLOTH ADJOIN BACK OTHER THEY SHALL BE roe aerlo� •x•MRRAF �sr lean rlmri o�R eDA FPPRaveD ET'ER�annV1AL Be eITHIx FILTER e .' GLENN W.GRAHAM,FRES. WOrAVATION OAFETY: a. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED o'- - JOSE F. G A K C I A, R.A. ere c°xnxwcroA X_xe solaY Re_waxv>e roR www MAINTENANCE w,wea rwavlPrwrreOrruwre S. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL RET.mVEDYJEN GEORGE HOFIENSTGIN,P.M. :u m`�'Rer�w w'�.AVArwI sme xares ro aNFe nwr �GEs•DEVELw IN ore SILT PENce. SUFFOLK COUNTY APPROVAL STAMP A M P ��naw��@�w„ARe®�.vrM • PAUL C. BAUbIGART, P.M. �CCenRAO,DR Is f¢HPlRw.S roRrRo+mEe AUL SILT PENCE DETAIL MICHAEL K. DUNN, R.A. °�Iexr..A�A�wrrorewwDerwax.6 '� z- ,(# _� /IIIe"r . NOT TO SCALE ® 41 iI , � �•�''. PROJECTLO TION, sa OwN T NRI ml N,4 AOR'AI'n.:c..arJ VVV wsrwtl wr0 rulKrwK swmRw,s'¢rEu,oRAGwrtO�il r0 PROPOSED SITE PLAN � P�YEI°ewS.NrILlnaraAmw,mro..°Dnw,IREJ,YrN� BRICK COVE MARINA Ire ww rerLrK rror u wrm rwxrww swww. SCALE:I"-60'-D' 1"760 SAGE BOULEVARD warp Pn'A m s,nxb A5 Rw RFD B Dww w m SOUTHOLD,NY 119"11 OCT 3 0 2023 PROJEGTDEBCHIMON O PUMP AND TANK UPGRADE eeoPo OP WORD 1. L FILL PORTS SNALL BE R30PERLY LABELED PAGEDESCRMON I. warALL N ear rKrRc sear eeda.Arrm®eL es.Dn uar.wWniGrlwm Ix uxrrAlN•ar KTH A LABEL STATING THE SCDHS TALK Wt18ER 517E PLAN T E CONTENTS OF THE TANK,AND THE NOMINAL JOB F. TAX MAP. Arm WORICINb CMACITIES OF THE TANKS Southold Town -- 230501 1000-57-01-035.003 N 0 oxmA.wLx D aelRAe�rw�i+Y-]i rR�m rRw'emONSp fro r°Nmr®d J M'nure 2. NEW I2DW&AL1N DOUBLIB) LL FRP U5T TANK Oereea4 IS FITTED KTN A LABEL STAINS THAT THE TAN< DATE: SCALE INSET: TeX owBrL rROBE9 r0 ne wro la m•r1rC PRmdBY Pwr4. x. ATL 1]/ren Mere R¢IAxee Tz�flG10 slwlE nrOgcr -rinse dsFame ro Pm WA9 FABRICATED NI ACCORDANCE WITH UL-1916 y IXam sw.LL rV.K cuSrW rNer®.D DP-t 5iwrtxBsS asrDcea 91RrA AND DISPLAYS A UNIOUe SERIAL NJMBER 037 OI lustee$ 4_T^�_s• RAS sHAS NOTED I OF 4 wi PP w eeaN wlNov g000� RIgCR9 A9 ybrw 5. THERE ARE ACE KATERS WITHIN 200.OP MFZ r. �.�wu ro M�rcx rJ»rws. X-1 ■O TE CXKV BM. LOWER RIGHT 6 LINE OF PROPOSED / ELEVAn 1 HAYBALES/SILT FENCE ' 241l 1L^2 I v 1 1I l I �° ( I ( �G I NEA U-WMPER TYP. - O ��;�.f1 K MEAN LOA I f C1 WATER LINE / — O I V S.A.AMERON / N 10 �•ir DIALOY3000/L FRP VENT ` Y- HETLANCS ':(PING ON TK REGULAR TANK 1 9jtr p FLAG,M. ( I SK DIESEL.&ALV.STEEL ♦- ll-1 12.3 1 \ FOF NEY7+ 'RISER ABOVE GRACE Al VENT NT CAPEFOFL EREGULAR Z �) TANK AND OFA 23ATM 'n LLUA FOR.DIERIC.VENT CAPESEL TANK Z• ■ �G�+ KEA O -2 HIGH 1 T Z :n / I TOR r NEA 12K MJLTLOI•PARTMENT `I I MOUN O T SER (TK REGULAR/5K DIESEU DW ` SITE n $A* I ' FRP UST.K IZ-REINF.TANK MAT EMOSES.. 24'BEYOND NEA VENT RI TYP. PLLS TANK EDSES. �t F ./-53'•6 N X I I NEW STAGE I VAPOR � Lu RECOVERY DRYBREAK,TYP. MEAN HIGH WATER LINE it NEW■ 24'FIBRELITE � I ®1 FL60 I TTP.2 PLLB. Y ' O WETLANDS24.1' FLAG.TTP. / / 1 I m t] ( 0 0 II O PROJECTINFORNATION: PROPERTY—ER: I ' NEK 40'P15RELITE FLIOO 5UMP OIN6DSOR S ACCE55!, E.TYP.3 FLCS 1160 SASE BOAXVAR.GD NY9I0 50.8 CONTAT. SOLOMONL0LO LMM ON AKORSERBOO`OVE 631o MEAN LOW L WATER LINE NEW 10 LB BL.FIRE TAX IDS DS2403T6o EUILVIN,I AT,TYP. PLC=(3 IN F BLILDINb, AT EACH ISPENSER BETWEEN 30'-100' \ WETLANDS ` _ 1 ' FLAG.M. /�° NEW 10 LB BL.FIRE 10 LB BL.FIRE / 3000/1.PRIMARY INSIDE 3- / NEA 2'DIA AMERON DUALOY N M ON DOCK) EXTINGWSHBZS,TYP.5 PLCS(2 IN E>MWUI IN EXTERIOR BUILDING•1 AT EACH DISPENSER a ABIN✓E A EM Y SFUTOFF, A � � I SES PRODUCT PPII1PIINNG NEA O�� ATT KEA NDED AREA N MOUNTED ON DOCK) MOVNTE AS PER DETAI PROTEUrK MOUNTED IN SIM-0FF IN MEAN HI6N RMER WITH • ATTENDED AREA ATTENDED AREA NEW HANNAY 55820-30-31-155A 3'-0'MAX WATER LINE ELECTRICAL BOXES ® ' REv DESCRIPTION BY DATE HOSE REEL WITH(U IOO'HOSE N (TYP.4 PLC5) �R�� / EXISTING I STY. FZ TIMBER CURB \ MAS ONp1 112123 - DSL GAS BUILDING `t NEA 1-1/2'VIA OME&AFLE% LINE PROPOSED OUBLETRAC FLEXIBLE NEW PGI TSM 3636 FRP SA.FRP TRANS! ON SUMP ' NAYBALES/SILT FENCE D DOUBLE-WALLED PRODUCT PIPING ` _ WWF IN D (2)NEW WAYNE RELIANCE 1200 L A�_® J I SERIES DUAL-NOSE DIES'TOMEL WETLANDS /_/ R� _ \ VEL ORIVEYIAY I STAINLESS FAFA DISPENSERSC EIS PP-1 SUMPS •M. WATgZ LINE J _ 1 �' 1 _ 17.8'_ _ 16.8 __ PLANTER BOX, \ IO WATERLINE) ` 2 PLCs � L-_ LIK AA, uNA�Hroof OHKETLANDS 22,3' AA 00nneER CURB MEAN LOA 240' WATERLINE � ` \ � . � \ .. WETLANDSNDS \ FLAG, EXI5TING 15TY. METAL �� ) 1 FRAME BUILDING 4 S GRAHAM / ® \ r nrrol•P ASSOCIATES ES PLANNING&DESIGN— AREA OF WORK PLAN Z 256a ORINOCO DR.BRIGHTWATERS,NY u7i8 OFFICE.m(63t)66S�61g SCALE,1'-10'-0• Glenn@grahaas3slotesny.com 'RESIDENTIAL ' NRESIGN 'PETROLEUM 5PEECIALI S 'ZONING VARIANCE G '11ERAPDS PFTdOTS.TEC.DFP NEVI a0'AATERnbNT MAwgLE BY AILPw.56aFD�nr1RN A3RELITB MODELA FL 100 e STING ACOO DOCK OFft6AFLEX CVURLETRAC TER T—rrasrwK OVER GLENN W.GRAHAM,PRES. PIPE SI,ppORr3, PoN TBT PORT FOR TESnNb OF SECONDARY PRODI.GT PIPING ENTERING A SUMP 5H!l.L BB M AS Nccn LONTARPR3RT NEA RPJNFORROAED 1M—ATELY TRAN5InON TO GALVANIZED 5T FOR OMRCO CIS'Z 5UMP SBv90R TO BE GA40LR@ SC1ED.a0 BLACK STEEL FOR DIESEL JOSE F. G A R C I A, R.A. GRADE GRADE PRODUCT DISTINYJISNIN6 AND RIGI0.Y WNTRACTOR SHALL MIwMZP C%POBIRE OP FRP AS M+DA+TED r ABOVE slaw BDTTa+ FRACnCALLY POSSIBLE GEORGE HOHENSTEIN,P.M. OMEGAFLE%POIBIP,RAG e/PLosICNfROOP J1NLT10R SO. SUFFOLK COUNTY APPROVAL STAMP PAUL C. BAUMGA RT, P.M. NSP-2a..P ENTRY BI OPA MODEL n3A-3020 NKN TEST PORT FOR TESTRI6 2'^MEPC"OVALOY 30OO1.FRP PRIMAR'- 3/a•DIA 6R5 COt✓DUIT TO Ew5 `Fs`aorro'"R'• 'u'BNr'"Frac K'n"G'Boor MICHAEL K. D U N N, R.A. , INSIDE 31 AYERRON DUALOY 30CC& SHALL BE LAPPED OUT OP PLACE FOR PROPER NEA I-Ill•OEffLAFLE%D0.BLETRAC /� \ SECONDARY PROgJOT RPING FROM ALARM PANEL— BUILDNG N FMGngI W SBCOIDARY GONTARPIENT. TO DISPENSER f- NSF-FSF-2a PoPoDOJBLEITALLSPRROOPEKT //\\//\` -I�E.F-C..b a oPn EBPO'I51 FLE%IBLP E%TRY l i __ ` (p��.}..,�'. / 9, PROJECT LOCATION Y/ i> \ /Y I Y(MARY N 5TCg a Y 30D0/L FRP D 0 ` `, BRICK COVE MARINA BODY PRIMARY INSIDE 3-SECONDARY Ita T�N1eD AS�PERN I I DUALT'3CCVil SECMARr \ OPW MODEL TBA•-3020 Pont TEST FORT MFR SSS I FRORGT PIPING N OFW ESP-030C PAN L UCE CONOIAT ro ALARM o 4 '/ /�FOR TESTING of SECONDARY SUlP TRANSITION BOOT 1960 SAGE BOULEVARD PANEL INSIDE BNLDmG LAN oPn �.\\ \CONTAIw•@If.AFTFx TESTING,BOOT EBP0151 FLE)aBIP ETITRY BLGT // \//SMALL Be wPPe.D cvr OF PLACE Faa rrew 1-1n•oFreGAELE% �j SOUTHOLD,NY I14-f \\ PROPER .rM OF SEC010ARY PODBLCTRAG DGFHr-2a I -_ NB nVsr-LOX COVER ABOVE EXPLOSION-PRCOP.LNCTON DO%K- •• LOHTAINTIDLT. DMLEWALL PRODUCT PIPRI6 - _ OCT 3 O OMNTEG B%SDS SLNw SEfF-'OR TO 9E1 ,f /\ OpNORQre DEADNfrN iItlTALLFD A9 PER TO NBV DIS 2' VALVE M.9 PLS. /b Ol\Il PROJECTOUMP AIOM PTDDUCr DISTINSNSHING AND RIGIDLY /\ \ ��\ \/MFR SPFLS OME6AFLE%D01BLe l' L Ll-I{ PAGE DESPCPMPPµND TANK UPGRADE MwNTEv r ABOVE sln•w BOTraM�/\\, �\i�\.�\/\'�'\\ \ \.D LrFaa wGID ENTRr Boor r ea.L VALVEAREA OF WOW PLANDOUBLE— Pl�.�NAC P01 TEM%3630 FRP 5 FRP \� OMEGAFLEX P, CLSP-55FST-2a TRAIFiIr�l yr PPO 1 PIPIKS ENTERING A I SHALL ISE—ATELY FITTING AN TBT PORT FOR iB5nN6 LP 'FRF �1— JOB.. TAI(MAP. TRANSITIOM TO GALVANIZED STEEL FOR GASOUNE 11�. BFtMARY CONTAIMicNi M.2 RO5. MD1NT 5A FRP TRA161TON 12'MRL PCA GRAVEL(TYUT b BIKK M—m L CONTRACTOR SHALL MEETS ASTM 133)AROIMD ALL OF FRP AS PRACTICALLY F0551BLC DATE: O S(:HL 1000-51-01-03a.005 STEEL FOR DIESEL. SIDES OF TRANSITION SU" TRANSITION SUMP PLAN Southold Town Nor ro scALe 8/8/23 A$NOTED 2 OF 4 TRANSITION SUMP DETAIL Board of Trustees DMFZ — SHEET: NOT TO SCALES CHBY. "a X-2.0 - /.0 K'O '/�` L LOWER RIGFJ be.—TEC nAGI¢TosTwcTNe PROVE OPW OV-0T51 3/4•CONDUIT ENTRY PITTING WATEFL DO,MANN0.P BY NEW 3•vIA AN@FON WNDY PING w —I• N SOLENOID VALve A.. FIBRELITE MODEL.FL IOD.TT'P 2 ELLS. NEW 30'FIBRELIre 5x FRP VAPOR RECOVERY PIPING WCEN �ILfiD•vTC DENOTES HOLDOYN LLCAnOrm.� MAI:: 9 'Yi FLT60 OPW tEl SUMP ENTRY BOOP DE'LELTION R15ER PORT ON •( E L P GALLI FOUR THIS TANK- OR AAIM OON TANKEFtELnoNOEM�FRLI SBR C iW. R'I60 MANHOLE r NPJ•1 40•NATFRnG1R MAM�OLE Br pQg, �O K OO�Q'j�CT� NEW 30'FIBRELITE FOR TYPES.LOCATIONG FAIRFIELD BGSL-3ALLON FIBfiELITE MODEV PL IOD,TYP.=RLS. MOWOSQI SOLElDID VALVE NEY12 NP RED JACKET NOT ALL EOUIPMEM SMDWR FOR SPILL.ONTARA.ENT BOX Nb FAIRFIELD BtSSL-5(S)GALLON NEW ONWTN'L M6-0 MA6N@T05TRICTVE PROBE LINE DETECTOR MECHANICAL COVBi RO CIO. VAPOR RECOVERY BOX HO NEW 2 iP RED JAOKET°iISMERTiIBLE PUO FOR FURTHER pErAtSEEE011IPMEM RAN # # LOVER NO LID. w MELNAWCAL LR@ LEAK DETECTION HEW I.-THICK REINFORCED CONE. • . ° •° e ° Sf O T7 yO� TARFA LAN,MAT.REINFORCED N a%a ' ° . °' ° ° •° .' °• • .. ,, \ FF OFN IDAO YU•IP.d SNk l-S GONG.•2/ • • ° DAYS TAIO.MAT•' LL SLOPE I/b'P/ • FILL ORV bISAM—DI•I S FILL FOOT AY1R.Y FROM ALL ARMHOLES. 2•MIN NEW 2'DIA FILL.OPW 634Tf-1085-EN'R FILL LAP NEW 42'0 LIQ IR TIGHT NFJT 42'0 uwD TIGHT /3000A.SwYN F� 2' FlBERbLA53 1tR8iN8 e IIRP FIBERGLA•A—INE 5WP -/ E%PLOSION PROOF TYP VENT PIPING w ,/JIGTON BOX TYP.4 PLCS NEW 2'11A AMPRON DVALOY OPW EBP-02C0 3LOOiL Sx FRP VENT PIPINYS w R ° per,BOOT OP'm s143wilk P/14L'C""' ENT" OPy(EBP-0300• !ENTRY BWf np 1 A ' �. - NEW LABP1 SN CATS TNT.O TAWC WAS 3DDO/L PRIMARY INSIDE 9' FLEXIBHOSEMLE QRNTEL BX-PD•PROBE•I' .,51 - - FABRICATED IN ACCORDANCE N IA AMERQJ'ROP"Y F',,Ns FLENIBLE A80VE SI.T'TF BOTTOM TYP.4 PLCS SECONDARY PRODUCT PIPING FlitE-SHIELD UL-191e AND UNIQUE SERIAL NIMBER EXTENTS 0f E%GIWATDN I I I I V � f I I T T Tl N+�� IA � tii I =T�°r-Y�- s 3COO1 SE.ONDARY PR00.OT PIPINS TER FLTOXIBLE P FI SHIELD CONNECTOR LA ,�FN1 11 \ , FOLLOW OSHA I _f RevuIRENENrs FOR YMv 9110RING(A5 NEEEDED) FLANGED ENTRY ITTING I �AW 1 FILLL F TRY PI I F TTIIG ` I LIMN R OPW MODEL I I OF" 3> 9 VAPOR 5,000 GALLON / .65o"000. YP.=Fs5 1,000 CzALLON TTT000OOORRRRRR \ Y ; TANK�AS"s BY CION N $OLYTION6 }- °f f SITC�RAGE REU�ST�R GENIE o '' , a•GALVaNIZEv Fit wsEa(GMs): \ MI" L TANK MUST -7""1 Y TAN� 1�UST CARRY I :<-'_ `%•. =_ \ I IUL131� LCBEL� I IULI3I LABIEL xNRED m BLACK 5nE1.rolaEU .1'. „.. SOIL AT TRE LEVEL OF THE TANK TO \ \ ��} N2=L / PROJECTINFORNATION. BEL .ASS A•65—BETTER I LIOII -61M P AT WILL TW P RFILL v ALATM A�TgVp0gf6CM �NNG \ I \ I IIrY l4 S 1AIOC xx \ ' P.ONKLA6 ADVISO ARP FILTER N DIE T TO LINE ENTIRE _ Q \ 1760 SAGE BOULEVARD TER.—TAU. A TO ER OF OF I I I \ I ��1: I I �_YLD•NY 11911 WATER bGTALI I LAYER OP FILTER \ I L I I J Ja 11� 'NI �L (s I .1\ —i Im I�I I � c I� 14 L -L I 15 I(-I I�J FABRIC OVER TN@ ENTIRE I +p ANDRD•bBRICK(gVECO�M EXCAVATION.ALL JOINTS IN THE \ 631-att-0830 FILTER 6-12 I CHES. E>e - - TAX ID.BS-2403160 OVERLAPPED b-12 INCHES. FABRIC MUST LAI ONTO THE TANK •-T1' - AND EXCAVATION•MM ALES II.. MWOF 61NGNff5. � T \ -TP LATE.TYP.4 RLS (Z SAN 12'%12'X I8' / // ANLLAR X24'g ''GRAVEL FILL \ \R AGE 5EGOR TO BE REV DESCRIFNON eY DATE IGIDLY MTpLNTED AND I PRLTJR.RAmTJBT+LR a TYPICAL 12,000 GALLON SPLIT(TK REGULAR/BIK DIESEL)DOUBLE WALL FIBERGLASS STORAGE TANK FRO.vcr DlsnNrAnsHl scALe.IJ2•.P-0• Y3\ \ DOCUMD.}s NRz NEW 3'DIA AMERON DUALLY 3000A.PRIMARY INSIDE 3- DIA AMERON DUALOY EOOOA.SECONDARY PRODUCT PIPING NEW 42'DIA WATERTIGHT OPW EBF-0300 FRP FLANGED ENTRY FITTING. FRP TURBINE SUMP TYPICAL FOR ALL PRODUCT PIPING NEW 2'DIA DUALOY REW 2'O AMERON DUALOY 3000A. OPW NOVEL TBA-3020 WITH TEST T FOR TESTING OF SECONDARY 3000/L PRI INSIDE 3-DIA SYL FRP VENT PIPING,WITH OPW AINMENT. AFTER TEST 51ALL BE SLIPPED OUT OF ANERON 30ODA. EBF-0300 RAGE FOR PROPER FUNCTION OF COMDARY CONTAINMENT. SECONDARY PIR INTI TI f T TT _//��J.�� T I—II T� OPW EBF-0300 FRP FLANGED I SOLEI ID VALH I -7> TEG SVMN'SE[6O�BE \ \ 7MAGN�TOS CTIVEOPFIOBFT ( I '•DI SP ENTRY FITTING,T OC FOFtPA REA D TON��II SER PORT ',,..�'�.'u'�PRODUCTcTTD/�I,(S.�TI SING AND RIGIM Y OPWIII EBF-O'f5 3/4'CONvvII I1GT RISETRERPLTORT ON TA F17 CPA MODEL TBA-3020 MTN TEST PORT I TANNIC C 2'DIA IT I'. I NEW By4•DIA.GR CL IT E%PLO510 I I C HE}V , FOR TESI VIA TING OF SECONDARY CONTAINMENT. -J SHALL BE SLIPPED HO5EMA5TER /OMIBLE PROOF JUNCTION BOX I BALI-VALVE \ OUT OF PLACE FOR AFTER TESTING, TPROPER ONTAI L �Ne,-SHEILD I N�W AIRFI�DSECONDARY CONTAINMENT. T �5 SILL Nd5EMA51 TER FLEXIBLE TAIwFENLEFOFT' FI(2E-$HEILD CAfdIECTOR �� 28IDiIGNi °O ST I VAPOR 6° R NEW H RED �■ PROOF,UNCTION % $IIIM� JACKEWT/PSUBMERSIELE NEW EXPLOSION I I2��JACKET I NF1'1 IFXPLOSION PROOF � � O LINE LEAK DE11xI TION ME251BLE PUNS w JINCTION BOX \ M,i,F�LT�N1CANI�`G',�'A1yL INE NEW 42'DIA / .''Ty1 LIII ' I I I "I fW� I WA TIENT FRP \ 211-IIIA HAWNAY I MAN FA'RNo NO 1-11 BbSG-3 SPALL T..INHENTYP 2 FIR F WITH om 23'DIA SUMP \ �dI'DIA SPARE T" IVEW SUI• .Boar t OM EBF-0151 3/4'CONDUIT 2 �L I 15 ��°\��I 9 L� 10 11 Ll I� 164 I L 115 16 I J I'1 118\ I� I ENTRYFITTING GRAHAM NEW TED I' SUMP SENSOR TO BE ASSOCIATES MAGNETOSTRICTIVE PROBE PRODUCT DISTIN5UISNIN6 AHP RIGIDLY MOUNTED I'ABOVE SUMP BOTTOM NEW OM NTEO SUMP SENSOR TO BE ` REre DP,ADMAN 12'X 12•X 0', PRODUCT DISTINGUISHING AND RIGIDLY TYR.2 PLCS —PLANNING&DESIGN— MOUNTED I'ABOVE SUMP BOTTOM TYPICAL SUMP EQUIPMENT PLAN FOR REGULAR/DIESEL TANK 256aORINOCO DRBRIGRIWATERS,NYu7i8 51-ALE.1/2•-1'-0• OFFICE:(631)665.9619 sT03b.9.1 FIBERGLRf-REINFORCED PLASTIC PPING. Glenn@grahamassociatesny.CAm FIBERGLASS-REINFORCED PLASTIC(FRP)PIPING 15 NOT REQUIRED TO BE PROVIDED WITH FLEXIBLE JOINT5 IN LOCATIONS V61ERE 'RESIDENTIAL DESIGN 'COMMERCL 1U1.NG EOTM OF THE FOLLOKU&CONDITIONS ARE PRESENT. TMTaUNRINTALU!l�10 'PETROLEUM SPECIALISTS 'ZONING VARIANCE'MERANOSPSWMDEC.[fP I. FILL RISER NOTE: PIPING DOES NOT EXCEED 4 INCHES IN DIAMETER. •µLp,{G43pPpGF➢Rpy 4'GALVANIZED FILL RISER(GAS), 2.PIPIN °f�LS HAS A STRAIGHT RUN OF NOT LETHAN 4 FEET ON SGHED 40 BLACK STEEL(DIESEU ONE 51 DB OF THE GOtdBCTION WHERE SUCH CONNECTIONS NOreALL NEW TANK SUNAPS TO EE INSTALLED AND CERTIFRESULT IN A CHARGE OF DIRECTION. GLENN W.GRAHAM,PRES. BY A LICENSED CONTAIN•IENT 50LUnIED ONS CONTRACTOR IN LIE)OF THE MINIMUM 4-FOOT STRAIGHT RUN LENGTH,APPROVED JOSE P. G A R C I A, R.A. Lygp• AND LISTED FLEXIBLE JOINTS ARE ALLOWED TO BE USED UNDER DISPENSERS AND SUCTION PUMPS.AT SUBMERGED PUMPS AND GEORGE HOHENSTEIN,P.M. TANK EQUIPMENT NOTES BACKFILL INSTRUCTION TANXs.AND WHERE VENTS EXTEND ABOVE GROUND. SUFFOLK COUNTY APPROVAL -,5 T A M P PAUL C. BAUMGART, P.M. r. =-._ti I. TANK TOP RPING SUMP'SHALL BE FIBERGLA55,LIQUID TIGHT AND L GENERAL ( - _ M I C I-I A E L K. ll U NN, R.A. FACTORY FOER&LASSED TO TAW.TOP. BOLTED SUMPS OF ANY y_- SORT SHALL NOT BE ACCEPTED. USE PEA GRAVEL OR CRUSHED STONE AS SPECIFIED IN THE O e...l' "w- CONTAINMENT SOLUTIONS INSTALLATION MANUAL AND OPERATING •' 2. THE TOP EDGE OF PIPING SUMP SHALL.TERMINATE L A POINT OUIDLINES IN EFFECT AT TIME OF INSTALLATION(S1B5EGUENTLY CONTROLLER� ' ° PROJECT LOCATON THAT IS HIGHER THE THE MANWAY SKIRT AtiD SHALL MAINTAIN A REFFERED TO AS'INSTALLATION MANJAL'),AND THE CONTAINMENT SYSTEM PRINTER I. NATIONALLY RECOGNIZED TESTING LAB UL.SL04. MIN HIM OF 2'CLEARANCE BETYEET!THE MANWAY SKIRT AND SOLUTIONS BACKFILL 6NDE.INES FOR BED AND BACKFILL MATERIAL. d 2. SYSTEM SHALL BE ABLE TO DISTINGUISH BETWEEN BRICK COVE MARINA PIPING SUMP,IE,MANWAY SKIRT SHALL BE A MIN OF 4'IN q THE SENSING OF WATER AND HYDROCARBONS DIAMETER LARGER THAN THAT OF THE PIPING SUMP. 3. SYSTEM 15 APPROVED FOR USE../V.K R 5 W I?60 SAGE BOULEVARD '•COIN D TOUGI FRP TANKS. OCT 3 O 2023 3. F CONTAINMENT MANHOLE SHALL BE PROVIDED AT ALL FILL SCREEN DISPLAYR SOUTHOLD,NY I14'll PORTS WITH A MIH CAPACITY OF 5&ALLOWS.THE CONTAINMENT ECVIPMENT NOTES: MPRb10LE SHALL NOT BE ATTACHED TO THE SUMP ACCESS MANBYAY 1. (2)MTG-8 MAC-RETOSTRIGTIVE PROBES. PROJECTDESCRI ON AND SPALL BE CONTAINED WITIRM THE PIPING SUMP.WEEP HOLES 2. (T)BX-PDA SUMP LEAK DETECTION PROBES. RUMP AND TANK UPGRADE ARE NOT PERMITTED.SRWLD A MANWAY MOUNTED CONTAINMENT SPECIAL NOTE ON PRODUCT PIPING WITHIN ALL SUMPS: 3. N)BX-FDWP INTERSTITIAL SPACE LEAK SENSOR. MANHOLE BE UTILIZED,ITS CAPAGTY SHALL BE NO LE59 THAN 15 PRODUCT PIPING ENTERING A TANK SUMP SHALL BE O 4. (U RA-2 OVERFILL ANNUNCIATOR PAGE DESCRIPTION GALLONS ANDA SECOND INTO MANYIAY SHALL BE PROVIDED FOR TANK DETAILS I1,15PEcnam PURPOSES.ALL MANWAY AND CONTAINMENT IMMEDIATELY TRAN5ITION TO GALVANIZED STEEL OR 51-1-112 COMPONENT'SHALL BE NASSAU COUNTY APPROVED. 4o CARBON STEEL FOR DIESEL.CONTRACTOR SHALL �`�"ETON SOtI:hCIG TownJoe•" TAX NAP: WAWINION+ X30801 1000-57-0I-038.003 4. THE LEAK DETECTION PROBE FOR ANY PIPING SUMP MUST BE SET MINIMIZE EXPOSURE OF FRP A5 PRACTICALLY POSSIBLE. rL�R BUTTON Beard Of TtzlSt2eS ,•ter DATE SCALE INSET: ccARW�NOT MOOF ORRE THAN 2 SORY ORES ABO E�TA�TTME OMNTEC PROTEUS-K TANK MONITORING PANEL � � e/5/25 A5 NOTED 3 OF 4 BE MUST BE RIGIDLY MOUNTED. NOT TO SCALE DrRAWN BY: SHEET. m CHXT)BY. X-3.0 LOWER RIGH $HEAR VALVE TD BE INSTALLED g aD ARO ,./BNEAR&RoavB FWSN TO 3i4• EDUIPMENT 41St BELOW TOP W 1511.10(DPW OBN SNEAK VALVE) PART OP DISPENSER INLET PIPE , 9 A COMPRESSION RISS .• 51lMP WALL SEAL EPACE BEttEQJ DISPENSER T'�I OTY EfJUIPMETR MANFILRRER MODEL NMBER ` # # DISPENSER AND ISLAND I OX P/G TANK LONTAINMEHT SOWTIONS DWT TK/51C SPLIT NA Y j SILICONE Y5T11 SILICON OR GROUT NEW OU310M STAINLESS PAIRFIELD ---- ( '9 1r BANp CLAMPII DI•AEl5ER SLMR IN E%15nNbcONa-P�24•BEYOND TANK EDGES Iy'ANC 43' RUBBER'^^__.—RING 1UR81lIE ENGI-oSURE B(NANPAOANK 42'LIED { 3/4•DIA 6R5 RI61D SUMP ro�, (eE2'oND) 2 �•� OF NfN BYMAVPALrNERBPRJED ELECTRICAL - RUBBER SCOT PIPE SUPPORT BRACKET YV/TAN%33' OONDIlIT / TOP OF 120 K TAKE ASSEMBLY PROVIDED BY 3 Tlf�SE CONT-X IENY S I;NS ,f 2 5 BALLON FILL SPILL BOX PAIRFIELD BGSL-S 5,S W LID / 5/4'DIA 5 CON—T TO�Y 5 BALLON VAPOR j E r-OFP SYUTLN W1TN FI—LIN PRODUCT PIPINb ENTERING A 9M SPLITATRAP ANLFgRIN6 SYSTEM I CRY pK FAIRFIELD BlfaL-S 99 N LID FUELIIYs FEE-O25-D FLEXIBLE ENTRY SNALL BE IMMEDIATELY TRAN511ON TO PROVIDED BY LONTAI1P1E11T Y gOpr GALVANIZED STEEL FOR 6ASOLINE OR 5oLUTIONS A5 PIBC-R61A55 PIPE AMERON WALOY 30003- . .; - y sCN.4o BLACK STEEL POR DIE5EI- REOD PRODWT(p U F-' Y - Y CONTRAOTOR SHALL MNMZE AS FIBERbLA59 PIPE(SW AMERON DUALOY 5000& SITE _ y 3/4.OIA GRS GOtroMT TO ALARM E>D'6�Uf8 OF FRP AS PRALTLALLY 11 - PANEL R61DE 911L01NG T. P IBIL-E. WIRE-TIE HOOK IN ANCHOR POINT TO PROPO5EO DOLELE ROD FST PIPE m``X1 6f..s -. FRANCLIN FUELING FEB-OTS-D AFLEX 12pJBLETRAC LGF-34 PREVENT ELIPOFF.HOT COAL TAR (pW) I-V3'OYff&AFi.EJ(CO.BLEiRAL LYaF-FSP-24 , STORAGE TANK [r �►6•r -y; FL100BLE ENTRY BOOT fEx INSIDE CONTAINMENT SyMP� OVr51DE LONTAII°tENT SUMP RIGID ENTRY BOOT COATING TO PREVENT RUST I TANK MONITORING OMNTEL RtOTEJS-K e exPLosloN-PROOF —T- I Box INTERSTTAL PROBE OMNTEC B%-ADW° STAINLESS STEEL ANCNOR CLEVI5 DOI.BLETRAL WF-FSP-24 - OMNTEG BX'OS• SEl60fL TO BE DOUBLE)4 L PRODKT PIPING SEE TANK SECTION FOR NJMBER L SIZE 3 MAGNBTOSTIi1CTNE PROBE oMREL MTG-8 " PRODLGT DISTINWISNIIG AND RIGIDLY OF DEADSIAN. ALL DEADMAN 5NOVLO N6M LEVEL ALARM OMNTEL RAS-2 "!-) BULKHEAD FITTING —TEO I•ABOVE` T Borr OMEfiAFtFJ(DQIBI.ETRAG I1GP-3a FITTNG rviTl SIZED PER CONTAIN T EOLUf1ON5 I FLEXIBLE ENTRY BOOT FOR TEST PORT FOR TE5nN6 OF sEC010ARY SPELIFILATIoN* HOSEMASTER FLEXIBLE FIRE-SHIELD CONTAINMENT.AFTER TE5TING,BOOT SHALL 2 DISPENSER WAYNE(STAINLEss) SELECT+300 f CONDUIT5 t SINGLE WALL PIPING C0161ECTOR W NEW YELLOW JACKET REMAIN BUT SLIPPED OUT OF PLACE TO s�' NOT TO SCALE ISOLATION JAGET.TYP FACILITATE DRAINAGE OP SECONDARY. 3 1OISPENSER SIM- PAI eLD(STAINLE55/ (CUSTOM DP•I � Ya";ujh' ��= (21 x6 REBAR BY 34'LONG OM EBF-0151 FOR CONDUITS COMPACTED PEA I TRANSITON SUMP FGI T'SM 363690 OPW EBF-0300 FOR 3'FRP GRAVEL-24•MN AS SUMP OPW EBF-0300 FOR 3'FRP DISPENSER SPILL CONTA M`1ENT SECTION FOR DOCK MOUNTED DISPENSER BeoD1w REOv FOR ENTRY BOOS LONw1r cPW EBP0 NOT TO%-EOPYi EW-0200 KEY MAP "s (2)W REBAR BY 24•LONG A5 SUMP ENTRY BOOTS REOD F'OR 3'SW.FRP E%ISTNG SIDE VIEW 'STEEL PLATE I/Y STEEL T VIEW ROV FOF 12�'C � ONEGAFLE% LkS-24 PROJECT INPORMATON' SLRFAC NElV 4•MN ASPHALT PAVI1K OIt DEADMAN DETAILFzEav R3 9i'a° TE °R" mob' PROPERIYOWNER: °•GONGt°'ETA""ELAB ALL PROBES SHALL BE PRODUCT DISTINGUISHING NOT TO SCALE b REBAR&IJOVIID IN LTIC I VAPOR EXTRACTOR TEE OPW 233-4432 LONKLR85 ADVISORS LLC RALE a18'OL-DOW95 SAW{Vi PRE MOUIDED FILLER CQfIRAGTOR Ef WL FOLLCH GQMANaR BOUAIAD fLWG11C FGR TANK MICHWIM ",,0 SASE BOLIEVARO 5wiu exTeiD Ir MN A5 NEEDEv erwANsloN JOINT POR AND RIGIDLY MOUNTED A5 TEST EOor 0- TBA-5020 sa1TMDLD,NY uR2I EK WAY.TYFlLAL CQPALTED CONCRETE AREAS d4Y REOD LOHTAGTAIOI�N SOLO!'GN L BACKFILL 2AR N ROD TEST BOOT OME6AFLEX DOUBLE RAL LGP-55PfT-24 ANDREnaBRICKCOVECOM 631-4'1-0850 ROD FLEXIBLE LONNELTOR NOSEMASTER FIRC-5N1ELp TAX Ip 85-3403'60 3 BALL VALVE MORRISCN 69165SOBOOV 9M •,. - 3 EA.W'ERSIBLE PLP4° RED JACKET 2 N MECHANICAL MN Y MN 1P.Y1 Z'AM'FON DUALOY LL%/ WAYNE SE-ELT 1200 NEW 4•x4'P.T. 3 ISUMP ACl.E55 MANWAYS FIBRBJTB b'FLI00 BOGOti p13PENSER TYP.3 RLS POST EOLTED N GALVANIZED 3 SUM'ADDS MANWAYS FIBRE-ITE SO,PL160 HARDWARE TO REV DESORIPTON BY DATE -4 4 Ex5nN6 DECK 2 MECN OJHiFILL OPW 6150000 6• SUFFOLK C - '01°� I VAPOR E%TULTOR FlTTIN65 OPW 2331-4 50 MIN _.bgAVd GALVANIZED STEEL RISERS APPROVED T SMLIKIN6' N OPW23 OPEN VENT LAP 5I&N IN VIEW OF FILL BNTIRE ExLAVATON 3 T61R-FILL AD 5 OP 633TC 6• a FOR OX a OPW 733 NOZZLE IN PRESSURE VENT FOR GAS 3 PILL LAP. OPM 634TTP NR6M 50 E O'7 NOZZLES W BRBAK- ENTENT OP AYIAY LOIIPLERS.N I OPEN VENT LAPS OPA 23(DSU rRE1e,N NOre EXCAVATION ICV'NOSES IN HANNAY 10 19 CLASS ABG I FRE59JRB VENT LAPS pP 'D(6A5) 55830-30-31-1553 NOSE FIRE EXTNGVI^._.- PIRNG TO BE INSTALLED REELS BOLnD TO DOCK IN NEMA 4 A5 PER MAWPACMtER5 RELOM-1ENDATp6 WARNING W(4)3/8'SJ3 BOLTS L ENLLOlJRE 4 NOSE REEL NANJAY SSB30-3p-31-1553 _-- NA`—E/2A' FlLIER FABRIC OUPONT TYPAR SP ROD TYPICAL PIPING TRENCH DETAIL N2r ro SCALE ewSnNG F1xEo DOLIc 12roxs6• TELFooTNb,rrP POLE MOUNTED EXTINGUISHER DETAIL �YO GALV STEEL RPE CLARE,TYP DaK NOT TO SCALE NFW CUSTOM STAIN- PAIRPIELD OP4 RAS 2 FRP VENT PIPE DIS OOC f IN RNT / BELL.GRADE.TYP E%ISTN6 DOCK(pIM.AS 1 PER SITE LD OITIONS) I- ®OMNTEC 1 SLOPE VENT RPE W, I/8'PB2 PT TO TAW,T W R■ DISPENISER ISLAND DETAIL ALVANIZED STEEL SWING JOINT NOT TO SCALE fu�tr rOa o ■■ 4 O &ALV STEEL VENT R15ER AT LEAST 15 PT ABOVE GRADE,TYP TRAFFIC // \ DET L�SPG. D"9T T p BOARDS T I o \_, STEEL LRD55 BRACE °)VI 2GRAHAM A•ro 9'-0'ABO/-6RADB 'D1A x 8'-0'6341 STEEI.SUPPORTS ALV /�yy ///��y /y W/WATER-T6 T GAP 6'FT ABOVE A ""O/ \IATE" &RADE, +/[—,•JYS►`/.U` ■V U` RFD&, PLANNING&DESIGN- 3v. LIQ UOER IO—SN LL 9E �PF0 15 5111PP�ORTED ON GREEN 2V VENT M. SEE I=t..w FOR LOCATION 256a ORINOCO DR BRICHIWAIERS,NY u718 Acro NA->BER oP wsBCB. cL..r•ws HARLMAr�TYP. Iv1E OFFICE:(631)66$ 619 _ PRODUCT PIPING SUPPORT DETAIL Glenn@ggMnassociatesny.com TYPICAL VENT RISfiR D6TGIL 111I IIT(II NOT TO SCALE HIGH LEVEL ALARM DETAIL 'RESIDENTIAL DESIGN'CONNQiCW.E1fEPlANNNG Nor ro 9CALC .I LJ• .• NOT TO SCALE 2MADVGMM/LOJ(i"FIId10'PETROLEUN SPECI.W5T5 LJ LL3f 'ZONING VARIANCE VEMIOSPBWM.DEC.DEF 'AILPHASEia OF FJIpEDRRpI; SUMP WALL TYPICAL VENT RISER ELEVATIONS 4'0 STEEL PIPE COMPRESSION RING RUBBER BOOT H7r TO scAlr BOLLARD PAINTED GLENN W.GRAHAM,PRES. YELLOW BANvcLAMP JOSE P. GARCIA, R.A- SE'ONPARY CONTAINMENT LINE GEwTEyIG K5 CONIC FOOTING;4p00 PSI GEORGE IIOIIENSTEIN,P.M. s\ NEWoPWbrv5nMAvAwRSYuveLi As VERtiR rP p 03512ar5 SUFFOLK COUNTY APPROVAL STAMP PAUL.C. BAUMGART, P.M. .... :. oPW nllr-Ton EVR VAPaR GAP MN 3• BerNEEn w - - - MICHAELr K. DUNN, R.1. _______ 1RJ130'WAIEtZTbNT MNINOLE FlLLJSRLL O.GKET ASD MAKKAY EXISTING CONCRETE � tt""y111i;;;; r� t'(/. -fix BY PIBRELITE MDDELx FL 760 SKIRT,TYP.ALL TF FILL PORi9 p".a Vv €r. H, `t. ��a A RLLii�� La,.�. 51:+ f iii PROJEcTLOGATON: 1EW PAIRPIEID BGSG 4 BRICK COVE MARINA ` PRODLIDrLINE STAINLESS STEELvAPOR I?60 SAGE BOULEVAF:D REDIKER W/AIR STEM (@COVER+'sRLL Box,V TE"12•TM'L'�"�I"F m ^ ^ O�J SOUTHOLD,NY 11491 (DETACH FROM SECONDARY t HINGED Llv LONE.YANKnSLANO-T. 4 O 1 T { O REINFORCED N 6x6 10/10 C 1 3 PROJECTDEBCWPDON PIPE WHEN NOT TESTING) D rnrMr sHAlia v PUMP AND TANK UPGRADE INSIDE CONTAINMENT SMP \ OJTSIDE CONTAINMENT SMP SLOPe WP/FOOT AJNAr PAGE oescw-TION: FROM ALL MANIIOLEs' TANK DETAILS Vd NEW 9'a AO.SMITH SYL FRP 5730E I JOB is TA%MAP VAPOR FRP Pw+GED~NiRrOFooT �--.-- -I r ; Sw.YI`G Town 230801 1000-57-01-038.003 I Sotrof Trustees DATE SCALE INSET: VAPOR RECOVERY MANWAY DETAIL 1 �4� rd ...R �_. 5 /Bi23 AS NOTED 4 OF 4 TEST BOOT NOT TO 5cA_E -WNW.. SHEET: FOR FIBERGLASS PIPINCs IIUII SHAPED BOLLARD DETAIL `GMFZ WG X-� .O NOT TO SCALE NOT TO SCALE WO BY: LOWER RIGH �y ;.vy Fuel Dispensers Loca'tori t� Underground Tank oocation _ a r T7W_7'WF '4 "map. '= Bpi"c�C r ` * 1760 Sage �. nom`-• K` lot w Under • ound Tank Location 4 • , 6 ...� + o rick Cove Marina "Now r Fuel • e. n. sers Location � e �l w z x a II - �. 1� fir► # - t ,�* +r i `1a�:.,�,s�y �I, M "" j r w , • _ - � � -moi / h � � Ilk •v a• -rte � .�� •'fi.* y •, r` 'S'�l�� r '6• C �.J 1 �4 'r "Z. a 8'i; '$�• - i��isk -. r 35;� �r �� — _ -li!'►°+n,. Com`;1 �� yn 4�• �•7 �k?�'�'fi -- r � s� .r ir•r _ �" cif �• �- ,- �- + ) �3J� ., rte.I" ) ♦ �� - -Y or .r'.�,.w ?e�9�4'.S�v�f�.•w'i�,� :,r+�r"'?'�ti��y�[�4. � .4 C,;+Z+- i r + - s .,�-? - .c ''"`,a,(.: wi ONO j 1 ti r w i ��, .,� 1FFy'6" �• ♦f,� 4�' �ti cr�r I-'�f r 1 4!♦' __.4'•4!y f. +j' r�'r' ;�`.��•, _",. Tr '�'�^ ��`1 A �� 'Z�r - .�,tf ; r;.p�,'r11 �,'' .�.a +>j�yy��,�7�'ti��°.,4t.p s C '��.ff' Y��.� C.CI�+ -a '° J � �•�Y. 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Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 11, 2023 Re: LWRP Coastal Consistency Review for CONKLING ADVISORS, LLC SCTM# 1000-57-1-38.3 Graham Associates on behalf of CONKLING ADVISORS, LLC requests a Wetland Permit to install one (1) 12,000 gallon double wall underground fuel tank (split 7,000 gasoline and 5,000 diesel); temporarily install steel sheathing around the hole during the installation of the underground tank which is to be removed prior to backfilling; install new double wall piping leading underground from fuel tank to two (2) new fuel dispensers at seaward end of dock; all proposed structures to have leak detection panel, probes and sensors. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 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 recommendation that the proposed action is EXEMPT from the LWRP review. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney John G.Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary M P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., December 6, 2023, the following recommendation was made: Moved by Carol Brown, seconded by John Stein, it was RESOLVED to SUPPORT the application of CONKLING ADVISORS LLC for the installation of (1) 12,000-gallon double wall underground fuel tank. Split 7,000 gasoline and 5,000 diesel. New double wall piping to (2) new dispensers. All leak detection panel, probes and sensors. Located: Brick Cove Marina, 1760 Sage Blvd., Southold. SCTM#57-1-38.3 Inspected by: Carol Brown, Caroline Burghardt, Maggie Merrill Vote of Council: Ayes: All Motion Carried /, Glenn Goldsmith,President �� /T,Sr Town Hall Annex A.Nicholas Krupski,Vice President IO` �j�e 54375 Route 25 Eric Se enoski P.O.Box 1179 P a34 Fi Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples �1► hyo Fax(631) 765-6641 BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD This Section For Office Use Only ' Coastal Erosion Permit Application OCT 3 0 23 Wetland Permit Application 20 Administrative Permit _ Amendment/Transfer/Extension Southold Town Y X Received Application: 0'10414�p Board of Trustees Pf-Received Fee: Completed Application: • 3�D.Z Incomplete: - SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): i_LWRP Consistency Assssm nt Form Sent: laI Z�� X CAC Referral Sent: 1 l aD r1 X Date of Inspection: �Z• Receipt of CAC Report:_ __,Technical Review: Public Hearing Held: 2- Resolution: Owner(s) Legal Name of Property (as shown on Deed): Gonklin Advisors LLC Mailing Address: 1760 Sage Blvd. Southold, NY 11971 Phone Number: 631-477-0830 Suffolk County Tax Map Number: 1000- 57-1-38.3 Property Location: Brick Cove Marina 1760 Sage Blvd. Southold NY 11971 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Graham Associates c/o Glenn Graham Mailing Address: 256 Orinoco Drive Suite A Brightwaters, NY 11718 Phone Number: 631-665-9619 Email: Glenn@GrahamAssociatesNY.com _ ,,45e,4 - Board of Trustees Application GENERAL DATA Land Area(in square feet): 12.32 Acres / 536,659.2 Area Zoning:. G'0HV-4tW U-, Previous use of property: Marina and Boatyard Intended use of property: Marina and Boatyard with Fuel Dock_ Covenants and Restrictions on property? =Yes =Z_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes ]allo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? =Yes ✓�No If"Yes", please provide copy of decision. his project re any demolition as per Town Code or as determined by the Building Dept.? his ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? ✓ Yes F-1—No Prior permits/approvals for site improvements: Agency Date Suffolk County Health Department 10/6/23-Copies Attached NYS DEC Pending_ ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No ❑ Yes If yes, provide explanation: Project Description(use attachments if necessary): Installation of(1) 12,000 gallon double wall underground Fuel tank. Split 7,000 gasoline and 5,000 diesel. New double wall piping to (2) new dispensers. All leak detection panel, probes and sensors. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To provide fuel to the public in a safe and managed way. Area of wetlands on lot: '�� ; 'ej - square feet Percent coverage of lot: 51 ' % Closest distance between nearest existing structure and upland edge of wetlands: 6 feet Closest distance between nearest proposed structure and upland edge of wetlands: 6 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? 20-30 cubic yards How much material will be filled? 20-30 cubic yards Depth of which material will be removed or deposited: 13' feet Proposed slope throughout the area of operations: 0-3% Manner in which material will be removed or deposited: Backhoe and or excavator Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The proposed tank installation is landward of the tidal wetland boundary. The proposed (2) Fuel dispenser will be located on a fixed dock over the wetland and tidal waters. The fuel tank and its components are double wall with several means of leak detection and overfill prevention. Both electronic and mechanical. Short Environmental Assessment Form Part 1 -Project Information Instructions for CompletinL Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Conklin Advisors LLC prepared by Graham Associates Name of Action or Project: Brick Cove Marina Project Location(describe,and attach a location map): 1760 Sage Blvd.Southold,NY SCTM#100-57-1-38.3 Brief Description of Proposed Action: Installation of(1)12,000 gallon double wall fiberglass fuel tank split 7,000 gallon gasoline and 5,000 gallon diesel fuel.Install double wall piping to(4) dispensers on fixed dock to fuel boats. All per Suffolk County Approved plans attached. Name of Applicant or Sponsor: Telephone: 631-477-0830 Conklin Advisors LLC c/o Andrew Salomon E-Mail: Andrew@BrickCove.com Address: 1760 Sage Blvd. City/PO: State: Zip Code: Southold NY 11971 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 1:1may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Suffolk County Health Department and Town of Southold Trustee and ❑ Building Permits a.1 ot`al acreage of the sife of the proposed action? 12.32 acres b.Total acreage to be physically disturbed? .25 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 12.32 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: ❑Urban ❑ Rural(non-agriculture) ❑ Industrial m Commercial m Residential(suburban) ❑Forest ❑ Agriculture m Aquatic ❑ Other(Specify): ❑Parkland Page I of 3 SEAF 2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ Z ❑ b. Consistent with the adopted comprehensive plan? 11:1 Z ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES F1 ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: qNOYES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation services available at or near the site of the proposed action? ❑ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed Z ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Low voltage equipment used ❑ 10. Will the proposed action connect to an existing public/private water supply? NO I YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: On site septic system.Project has no impact. 171 ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for Z ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ W1 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: The proposed piping and fuel dispensers will be attached to a fixed pier at the marina. Both the piping and dispenser will be over the wpfland anti harhnr The area rise by tha pipjnq and_dispencarc'^anprnximately iso cn�iarp faai - zr Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: 91Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional m Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? 16. Is the project site located in the 100-year flood plan? NO YES ❑ ❑✓ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑✓ ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? El Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NOI YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: 571 ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/na e. G raham Date:10/1/23 Signature: Title:Project manager PRINT FORM Page 3 of 3 Board of Trustees Applicazion AFFIDAVIT Andrew Salomon BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Am4= Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS ,5 DAY OF CICTO 202-3 otary Public JULIE OTT NOTARY PUBLIC-STATE OF NEW YORK No.01 OT6256196 Qualified in Suffolk County My Commission Expires 02-21-2024 APPLICANVAGENPREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts ofinterest 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. YOURNAME: Glenn Graham (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) 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 F1 NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _nA)the owner of greater than 5%of the shares of the corporatc stock of the applicant _n (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 Submitted this day20 Signature Print Name Form TS 1 JULIE OTT Or)-Tip NOTARY PUBLIC-STATE OF NEW YORK ` No.01OT6256196 Qualified in Suffolk County My Commission Expires 02-21-2024 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The p_umose 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. YOURNAME: Andrew Salomon (Last name,first name,;riddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building ✓ Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) 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 F-1 NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,of child is(check all that apply): _nA)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 Submitted this 5 day of -- 20 Signature _ _ Print Name Andrew Salomon Fonn TS 1 NOTARY PUB JULIE OTT L'C-STATE No.p70T626Of: 196 EW YORK Qualified in Suffolk County MY Commission Expires 02-21-2024 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Conklin Advisors LLC c/o Andrew SAlemark , owners of the property identified as SCTM# 1000-57-1-38.3 in the town of Southold ,New York, hereby authorizes Glenn Graham to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS _ 5_. DAY OF . oL �3 20�_ Nota Public JULIE OTT NOTARY PUBLIC-STATE OF NEW YORK No.01OT6256196 Qualified in Suffolk County My Commission Expires 02-21-2024 5oard of Trustees Applicai i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20- Notary 20Notary Public Glenn Goldsmith,President o��gO�FOlk�oG Town Hall Annex A.Nicholas Krupski,Vice President �. y 54375 Route 25 Eric Sepenoski o `" P.O.Box 1179 Liz Gillooly o. ; Southold,NY 11971 y 0��1 Telephone 631 Elizabeth Peeples � - P ( ) 765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of CONKLING ADVISORS.LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO.NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED INPLACE FOR AT.LEAST SEVENDAYS.PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DA Y OR LATER residing at/dba % i `��-� `-'til� being duly sworn,depose and say: That on theL day of 20Z,_5 I personally posted the property known as by placing the Board of Trustees official not `ing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,December 13,2023. Dated: (si ature) S om to before me this =Pub HOSZ (may of�20 Z� ate of New York 405314 ffolk County ires Mar 2,2024 Notary Public .......... vis ONAASrA P n f lit 0 ..W-4, 5 1, PRIVATE PROPERTY NO TRESPASSI loco VF 'fly, -41 awl— ZZ ...... ..... NOTICE OFOIJEARING /* Nk t 'to" :167 1 17 ov POP Z� I-V j _74 , '! �1-AM V top 4k-.*:, AN AV All 4C v YO P IN, r :r j Lei I L4401 JI ti 4,e gr 9,47�e -bv •lv It -04 ,�� a• t��'�.• .1 � if$�' moo► V �,' � `;- .I��r. d�-' a°'•�' `,a � �: �V � / _ ') r r' e •� .�._ ��9. �a S' .� t r ,� i �4.a�r1`�_" r,,. r�'`a '� ,.. 1 41 7"'T mgk INA ice'-��1 •�� ,�' '.er��-�,�.�,� ARINA /ft i• F kjf •, 1 r fJ I w �• ;rt :�- .. 3 aY ✓lam 6 !tom t• �a+. E • TO RAC DOC E y• .;w ■ 1... •, � .may.� - � �w�C_ -�� ..t � `?^r' ,� ,t l�. Y.i,(!�.� 1� ;��" FULL SERVICE �� -, T '+mob • Mm .�`~�2''.'s,i''�•i. 3x� fig: •�"�2 tf \7►�tdl��;�3�i4'e4 `� f 1 '• y'1.�ai»111 i�1 _•r s,w r .'• ^c ✓ l •sem •}+t � l�7 �iy 1:j ,t, qtr +��U-.�s� 4`� '�.. ••�.eh+'-`` ••' ;.,�t� .1 tet, qN KIf i �� ✓vy ''� '.. w .fit �' � � .. 1 l NOTICE OF HEARLNG ' � ' 'K• - )f-':_ 't �p aiy X2"1''�;1ai. � f _ � tr' � + '�j}' I r 'i t YJt'f• ryf _ �<!4 � tf .R1S�s•'iit:+� � i 1 .ayj !, / �,' �`�� I1 1 � '-• �.r y � r � 'y 1. 1�.. - �y '"9 �'+� .^+„� 1 '',�', I\\\. '� i ,:',�l.. �,! � ��-�• � c '� i b� :'i, � i��c ice. i r�� ',. � 11 1 A SLAi'1►IYAN L 2019 REV TRT v Delivered Tuesday, December 5, 2023 1 :28 PM EDGEWATER, NJ 07020 Tracking: 9415511206204424451859 > Return Receipt: 9490911200204424451805 > Create Return Label S Email Tracking Info Addresses Shipped To: ARSLANYAN L 2019 REV TRT 1055 RIVER RD EDGEWATER, NJ 07020-1394 United States f Shipped From: 11700 d w#■a amn. or.-.. J-L,-a r^v% A e-r+ +r►r- -- 0- -0 ® SOUTHOLD SHORES ASSOC INC. v In Transit Monday, December 4, 2023 5:29 AM GARDEN CITY NY DISTRIBUTION, 11599 Tracking: 9415511206204424455192 > Return Receipt: 9494911246204424455146 Create Return Labe[ Email Tracking Info Addresses ° Shipped To: SOUTHOLD SHORES ASSOC INC. c/o William Apostolides 121 STRATFORD AVE GARDEN CITY, NY 11530-2631 United Stags Shipped From: 11706 GESIAK LESZEK Delivered Friday, December 8, 202 1 :01 PM SOUTHOLD, NY 11971 Tracking: 9415511206204424463623 > Return Receipt: 9490911206204424463608 > Create Return Label Email Tracking Info Addresses Shipped To: GESIAK LESZEK Gesiak Krystyna PFJ BOX 1788 SOUTHOLD, NY 11971 -0950 United States 4Zhinnarl Pram- 117nh BREEZY SNORES C IVINT'Y INC. In Transit Monday, December 4, 2026 2:55 PM MATTITUCK, NY 11952 Tracking: 9415511206204424468215 > Return Receipt: 9490911206204424468252 > Create Return Label Email Tracking Info Addresses Shipped To: BREEZY SHORES COMNTY INC. PO BONG 925 MATTITUCK, IVY 11952-0917 United States Shipped From: 11706 KEDJlERSKl LIV TR FAM SHARE Delivered Wednesday, December 6, 2023 1 :36 PM GREENPORT, NY 11944 Tracking: 9415511206204424674302 > Return Receipt: 949091120620442 .674394 Create Return Label Email Tracking Info Addresses Shipped To: ISEDJIER KI LIV TR FAM SHARE C/o Stephanie Holland TTEE Pct 178 GREEN PORT, NY 11944 United States STHLD SHORES BOAT BASIN C V (( � Printed cs� l CC e , Friday, December 1 , 2023 7:10 AM BAY SHORE, NY 11706 Tracking: 9415511206204424450920 > Return Receipt: 9490911206204424450905 > Create Return Label 2 Email Tracking Info Addresses Shipped To: STHLD SHORES BOAT BASIN coo Meagher 750 BLUE MARLIN DR SO UTH O LD, NY 11971 -1429 ' United States Shipped From: 11706 Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: C0µ j"Cl AQ VI53p-5 LJ—<' 1ioul Sl—` NAME: ADDRESS: "-P"Qr_S Assoc- 1 a-'jC.. 2_ , AV G y� v-�,i.,.�ar-� t��5j�a P�5 �a►�� c�-��( ,`��/ o ��`3 0 'VjjAz'o:-D 1 Ny 119 I 126v `;V-T 110 5 5 fe-N-4 _ P1®- �o�'��w�a PO V 0_'� Py 119 y Ll STATE OF NEW YORK COUNTY OF SUFFOLK ?—bum , residing at being duly sworn, deposes and says that on the day of20 Z3, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States P t Office located at that said No is were mailed to each of said persons by CERTIFIED MAIL/RETURN VX Si ature Sworn to before me this Day of pec en-ab'e� , 20 0) JULIE OTT NOTARY PUBLIC-STATE OF NEW YORK No.010T6256196 Qualified in Suffolk County No ry P lic My Commission Expires 02-21-2024 dc„•.YVILI IYUL rI.tyb.lLdl rteiC qtn eceipt Service(Option 0or with-Pfiysical Return Receipt Service(Option 0). CERTIFIED MAIL :Certified Mail I WITHOUT Physical Return ; Receipt Service . VOID (No Return Receipt Card) Instructions 1.Apply this label to the TOP RSR3aoo s/o2 EDGE of the mallpiece. 2.Apply address label below 0 ------ to the CENTER of the -II I -I I-I-IIII-IIIII�IIIII-I--I-I--- 3.Peel the .e_ r ti_fi e d Ma il label 0415 5112 0520 4424 455192 Postage Per piece $2•330 below and fold it over yourRETURN RECEIPT TRACKING NUMBER • 0490911206204424455146OUTBOUND TRACKING NUMBER FEES CertifiedFee $4.350 envelo e)ust above --- the II Return Receipt Fee Postage so $3.550 t 9490 9112 0620 4424 4651 46 t g that it covers Total Postage&Fees: $10.730 i the existing Certified Mail t marking. ' ARTICLE ADDRESS TO: Graham Associates 256 Orinoco Drive Suite A Delivery Address SOUTHOLD SHORES ASSOC INC. BrightWaters NY 117;18 when used withO V c/o William.Apostolides I or Return Address 121 STRATFORD AVE Postmark ---__- - ___ _ when used witho GARDEN CITY NY 11530-2631 Here 7/Vpy 093191-L V cv co CERTIFIED M ,- .. : • • 4—Fold and Tear —r ■Ensure items lezand 3are complete' " - ASigna%urea`(,❑gddresseeohOaeeni).';• • mgr, III Attach this card to the back of the mallpiece,or on the front if space permits. ` B:Recelved.Byq(PdntedName),: C.Date:of•Detivery I.t6hifred Mail m"�; } $10.730 l •WITH Physical Return W a 1.ArtIcleAddressedto: V$' AGE' rte„ ± Receipt Service ° FIRST-CLASS; I a SOUTHOLD SHORES ASSOC INC, D:la,dellveryaddrosedifferenttrainRom,l9 ❑yam FROM0111�06; i I N ! KYES,enter delivery address below: []No //22 2233 (Uses Return Receipt card) ° C/o William ApostOlides s r Instructions f I 121 STRATFORD AVE i li; ;-1.Apply address label above C 5i i t i to the back of this card.- i,-2- I GARDEN'CITY NY 11530-2631 ' 2•Apply this card totheTOP 3 i �"•• II II II I IIII _ III I.I IIIIIIIII II I IIII I II III IIIII I I III I II I IIII, I I IIIII E DG E o f the mailpiece. mm mKN�Og8 g NN 3.Peel the Certified Mail label(/'� j above and-fold-it over-your.envelope)ustabovethe 3 se��TY9415 5112 0820 4424 455192 postage so that-it covers a the existing Certified Mail NIII� I ® :. KledNell® marking. :2- SOUTHOLD-SHORES SHORES ASSOC INC. L� �V 9490 9112 0620 4424 465146 C/O William Apostolides ! N � 121 STRATFORD AVE , m GARDEN CITY NY 11530-2631 1 W I a PS Form 3811 Facsimile,July 2015(SDC 3930) I I o VV I U.AUUL,r7ilytifCa I neiurn receipt Service.(Optiorlo)or W ith Physical Return Receipt Service(Option 0). CERTIFIED MA,1L Certified Mail WITHOUT Physical Return Receipt Service (No Return Receipt Card) VOID Instructions 61 11.ApplythislabeltotheTOP 01 I EDGE of the mailpiece. 12.Apply address label below to the CENTER of the OUTBOUND TRACKING 0NUMBER OT II .I II I_ 7 IIIII--I._I-I..-I:---- 7,7 -mai I II 3.Peel the Certified Mail label, 9 RETURN RECEIPT TRACKING NUMBER Postage per piece below and fold it over your a 9490 0112 0820"24 4509 05 $2.830 1 envelopejust above the Certified Fee FEES $4.350 Return Receipt Fee $3.550 postage so that it covers 1 9490 9112 0620 4424 4609 05, the existing Certified Mail Total Postage&Fees: $10.730 marking. ARTICLE ADDRESS TO: jj Graham Associates i 6 256 Orinoco Drive Suite A Delivery Address — STHLD SHORES BOAT BASIN 3 W C 1% BrightwaterS NY 11718 when used milthO C/O Meagher or Return Address • 0 V eniused%elthO 750 BLUE MARLIN DR Postmark h SOUTHOLD NY 11971 Here -1429 7/VN CERTIFIED M 7 1 "TIMIN • 4—Fold and Tear —# 11 Ensure Items 1,2,and 3 are completed. • AP 0 Attach' or on this card to the back of the MUNN% the front If space permits. A t.dlftme) C.'Date of Defl,,ary it..I? E3 Inted,flame) Certified-Mail- Ived Date $10.730' 11 WITH Physica[Return 1.Article dress 1: US;OS:IAIGE § FIR T-C ASS i Receipt Service STHLD SHORES BOAT I l�; 11011 1:11Y 11 If:ressdiflerent from its 9 1 HYES, FR ISM g 1 01 7M BASIN 23 (Uses Ret'urn Receipt Card) c/o Meaghera %s n, i Instructions enr 750 BLUE MARLIN DR 1•Apply address label above Im--Q'LE I to the back of this card. SOUTHOLD NY 11971 .Apply this card to the TOP mgr -1429it 21 EDGE oftmailpiece. IIII IIII II III 3.Peel the Certified Mail label it 011A N�Voti I -above and fold It-over your 7t s�* envelope,just above the N3 11111,1[J I'll 1111111 '111].. IIi 3.8 a Ty postage so that-it covers ps 9415 5112 0620 4424 4509'20: �'�c J I . the existing Certified Mail Certified Mafia i marking. RT STHLD SHORES BOAT'BASIN 9490 9112 0620"24 4509 05 COtf Meagher 2 ZjWSIeNumber a rfmmsemicalabeo 750 BLUE MARLIN DR 'r 224" + 09 20 SOUTHOLD NY 11971-1429 PS Form 3811 Facsimile,July 2015(SOC 3930) l ••....... 3_1 u-VV ru ruu{rrayblcdi-teturn tleceipr Service(Option Q)or with Physical Return Receipt Service(Option 0). CER TIFIED MAIL Certified Mail WITHOUT Physical Return VOID Receipt Service (No Return Receipt Card) Instructions • 1.Apply this label to the TOP PS Form 3800 6/02 p i EDGE of the mailpiece. - .2.Apply address label below to the CENTER of the OUTBOUND TRACKING NUMBER — —1i! -i-— - - -.__ __:__:__..__ _._.-._.-.--—__—-•-- — -�paJlpl@CQ.-__—- - 94155112p92o442g451959 FEES I' 3.Peel the Certified Mail label RETURN RECEIPT TRACKING NUMBER Postage per piece $2.830 i II 1 below and fold it over your 9490 0112 0920 4424 4510 95 i II I III III • � II ertlf I I led F III ee IIII IIII I. I I envelope,IIII o II eu 4 III just a $ .35 II p � above 0 i J the Return Receipt Fee $3.550 r postage so that it covers 9490 9112 0820 4424 4618 86i the existing Certified Mail Total Postage 8 Fees: 510.730 �' marking. ARTICLE ADDRESS TO: Graham Associates 256 Orinoco Drive Smite A Delivery Address ARSLANYAN L 2019 REV TRT Brightwaters NY 11718 when used withID -O or-Return Address p 1055 RIVER RDPostmark Whenusedwitho EDGEWATER NJ 07020-1394 -- -' - __ Here 'D ty • AM tp • • sign t-Fold and Tear -r ■Ensure items 1,2,and 3 ere completed. AZSlgnatu�e:'(❑Addressee-or❑:agent) ;> o m�� rA ■Attach-this card to the back of them allplece; oron! P o o the front If space permits. Certified Mail B.Received By:. d" C:Date�of be9lvery Q I a i $10.73 ' , : , WITH Physical Return P"' i US POSTAGE I Receipt Service FIRST-CLASS 1.Articl Addressed to: ,� Is FROM 11706 m i AR�LANYAN L 2019 REV TRT D:WYES,eryaddreas'dlfferentfromlteml? ❑rea 1y01/202s (Uses Return Receipt Card) .WA H.YE3,eller delivery e ry address below- ❑No 1055 RIVER RD Star I Instructions en 1.Apply address label above w EDGEWATER NJ 07020-1394 I to the back of this card. 2.Apply,this card to the TOP m N EDGE of the mailpiece. b 3 i 3.Peel the Certified Mail label g a ppm 1 I above and fold itover- m " { I o I ur II �w II N I y a { I I o :q(A envelope,'ustabove s { 3� IIII II III TrII l 3 Service Type 9415 5112 0820 4424 4518 5.9 o that-it covers h postage Certified Mail rtlted MeI® marking.ARSLANYAN L 2019 RSV TRT9490911206204424481886 m N• a o 1055 RIVER RD ** EDGE'WATER NJ 07020-1394 0 29M(5115 �ftTMcelabel) m PS Form 3811 Facsimile,July 2015(SDC 3930) f ' o `-'"""""`"" "�;•��r�u�ri.tybiLtll,net:urn receipt Service(Option Q)orwithPhysical Return Receipt Service(Option 0). CERTIFIED MAIL Certified Mail Vo WITHOUT Physical Return Receipt Service i (No Return Receipt Card) i Instructions O 1.Apply this label to the TOP' 1 EDGE of the mailpiece. Ps Form 3soo 5/oz 2.Apply address label below -- '< . ---` -- — - ---- i tothe CENTER of the III. II IIII II I I I I II II I II Il I I I IIIIIII aj 1pOUTBOUND TRACKING NUMBER -.-.me ce.e41S911208204449FEES - __ 3.Peel the Certi fi_e dM a il label 9 RETURN RECEIPT TRACKING NUMBER Postage per piece $2.830 below and fold it over your880 9112 0920 4424 4030 09 Certified edFee 1-1 IIIII enveloPejust above the Return Receipt Fee $3.550 postage so that it covers Total Postage 8 Fees: 610.730 11: 9490 9112 0620 4424 4636 08 the existing Certified Mail i' marking. ' ARTICLE ADDRESS TO: Graham Associates 256 Orinoco Drive Suite A Delivery Address E ' GESIAK LESZEK Brightwaters NY 117;18 when used withp Gesiak Krystyna , or Return Address C PO BOX 1783 Postmark when.used:withO - Here - _�'` ---- - � SOUTHOLD NY 11971-0950 VP11 I 0 o � m Ito we . , c� • � , Me"il,11111ill 4---Fold and Tear 1111Ensure items 1,2,and 3 are completed. a A.Slgrieture E 7;O Addreases'or q ageritj_•.;.:_';.,r __r — - —— - - - ' � m77,mm �/■Attach this card tothe.back of the mallptece,or on SY /� cthe front if space permits. WB.-ReceIved.By:,(PnntedNaine)_. d Dale oCDeliveryiCertified,A�lail"WITH Physical Returnticle Addressed to: € Receipt-Service GESIAK LESZEK ° 8 ►Ivory address diBerentfmmitem1F oYee 25 ffYES,enterdeliveryaddresstrelow I (Uses Return Receipt Card)❑No Gesiak Krysty ; Instructions ;�snat 9.Apply address label above W PO BOX 1783 i to the back of this card. °�»�; SOUTHOLD NY 11971-09 ; 2 APPIYthiscardtotheTOP 50 mea �O''.JwI III.II IIIIII II II IIII IIIIIIIIIIII III i II _II � I II II I III IIII I II I III III IIII IIII, I III IIIIII I E DG E o f the mailpiece. 3.Peel the Certified Mail label el °mWA° VmNoin _a-above andfoldltover_Your. envelope, b NNw 3�"°'�ryae i Postage so thatit covers 5112 0620 4424 4636 23 the existing Certified Mail ao Certified edMel1® GESIAK LESZmarking' ti EK l1t1 � T 9490 9112 0620 4424 4636 08 Gesiak Krystyna a* maT6�ir[.II� lcelatre/) PO BOX 1783 mV SOUTHOLD NY 119710950 �w qq.. OEM—A PS Form 3811 Facsimile,July 2016(SDC 3930) j S c receipt Service(Option 0)or with Ph `.ysical Return Receipt Service(Option 0). _j. CERTIFIED MAIL Certified Mail WITHOUT Physical Return Receipt Service (No Return Receipt Card) VOID, Instructions I.Apply this label tothe TOP 09 EDGE of the mailpiece. 2.Apply address label below to the CENTER of the OUTBOUND TRACKING NUMBER T 9415$112 0820 4424 4682 15 FEES iI IIII II II II II II IIIIIImailpte.ce.. IIIIIIIII III II II II II 3.Peel the Certified Mail label' `i 8 9490 9112 0820 4424 4682 52 Postage per piece $2.830 below and fold it over your RETURN RECEIPT TRACKING NUMBER Certified Fee $4.350 envelOPejust aboveth e Return Receipt Fee $3.550 Postage so that it covers Total Postage&Fees: 9490 9112 0620 4424 4682 62 1 the existing Certified Mail $10.730 marking. ARTICLE ADDRESS TO: Graham Associates 256 Orinoco Drive SlIfte A Delivery Address it Brightwaters NY 11718 when used withO BREEZY SHORES COMNTY INC. or Return Address PO BOX 925 Postmark When used WithO 0 MATTITUCK NY 11952-0917 Here _7/Vco " 30 M CER TIFIED J�lllllll Fold and Tear —# 0 Ensure Items 1,2,and 3 are completed. -Aj 1111 Attach this card to the back of the mail the front if space permits. Piece,or on,., X_ M M B.Recal Certified-M-ail �_ �Ivery $10.730 U WITHPhysical Return P I SITOSTAGE ..................... R T-CLASS i Receipt Service VR d to FI 0.18 delivery address FROM 1.Article COIVINT" 11706 A. .,Y INC. If YES,enter delivery oddress'below-. 1/2023 (Uses Return Receipt Card) 13 No MW U$ S A M 730 L M Owe AG 10 FIR _S US FFrTM1 1 7 C 1�0 / 0 te 2 23 PO BOX 925 at®n nNg. Instructions 1.Apply address label above MATTITUCK.NY 11952-09f',7 to the back of this card. Ugh 2.APPly.this card to the TOP III EDGE of the mailpiece. II II IIII IIIII IIII IIIIII II ', IIIIII IIII II II II 3.Peel the Certified Mail label !e .� I i aboveandfold•itover-your- _Wam 1A 3 �'_.�W; envelope,just above the C 3.S 9415 5112-0620 4424 4682 16 postage so that-it covers the existing Certified Mail COMO I Mall(D marking. 0C X'9 BREEZY SHORES COMMY INC. if 9490 9112 0620 4424 4682 52 `1 o PO BOX 925 !VWf4r,(Wq%ft label) MATTIT UCK NY..11'952-0917 PsQtv Form 3811 Facsimile,July 2015(SDC 3930) "lu"L Wr�� rIlyslcal neTurn Kecelpt Service(Option Q)or with Physical Return Receipt Service(Option O -- Certified Mail I WITHOUT Physical Return Receipt Service ' (No Return Receipt Card) VOID Instructions 81 1.Apply this label to the TOP . PS Form 3800 6/02 I EDGE of the mail iece. 2.Apply address label below 3 OUTBOUND TRACKING NUMBER tot the CENTER Of the FEES T _._.mailpiece...._ -, ' eNs 6112 Dexo 4424•T4s ox - — --•-• RETURN RECEIPT TRACKING NUMBER ge per piece j 3.Peel the Certified Mail label • 948091120820442487439a Posta $2.830 I belowandfoldit Cert' i ov Certified � er • ed F � our Fee 11 y .3 III �I III l� I 5o I UI i �l II I Return Receipt Fee envelope,)ustabovethe $3•5 i 9490 9112 0620 4424 6743 94 postage so that it covers ' Total Postage&Fees: $10.730 i the existing Certified Mail ARTICLE ADDRESS TO: marking. ; Graham Associates 256 Orin®co Drive Suite A Delivery Address KEDJIERSKI LIV TR FAM SHARE i:I Brightyvaters NY 11718 when used withQ 'p C/o Stephanie Holland,TTEE `� or Return Address PO 178 Postmark ` -- when used:withO GREENPORT NY 11944 Here - /CERTIFIED M41L ' m IIIIIIIII R! to •i IT)I In • • - 4—Fold and Tear —� ■Ensure Items 1,2,and 3 are completed. A:Slg"nature:�:0 Addressee or p Ageni)= >::.•- ——— :._.._ ■Attach this card to the back of the mallplece,or on `®' g the front if space permits. = B..Recelved.Bye(PhnredName): C.:DateofDetivery, .p1�•�� ..Certified Mail �P i;.WITH Physical Return "W R. US POSTAGE FIRST-CLASS i .Receipt Service s SCI LIV TR FAM.SHARE FRoM �7os- g � D.leYES,ent r d live different Item 17 ❑Yes 12/01/2023 m - I If YES,enter delivery eddress'below: ONo p (Uses Return Receipt Card) W E C/o Stephanie Holland, TTEE Sf Iet t PO 178 g v C i 1.Apply address label above GREENPORT NY 11944 I to the back of this card. i,- t 2.Apply this card to the TOP ** III IIII IIIII IIIIIIIIIIIIIII IIIII i�IIII I o III IIIIIIIIIIIIIIIIIIIIIIIIII I IIII ED G E o f the e m ailp ie c e . 3.Peel the Certified Mail label b el above and foldII! lt0veryour. aWa� .mN- o ..N�N i oWaa0J IIIIIIIII envelopejust above the3.Service type 9415 5112 0620 4,424 6743 02 postage so that it covers c0nlned .I® the Certified marking.KEDJIERSKI LIV TR FAM SHARE �T 9490 9112 0620 4424 6743 94 .s T� C/o Stephanie H011and, TTEEtiN .e � PO 1.78 g 79Afdc�taprQt;Ep?• GREENPORT NY 11944 SON Q� rm'% PS Form 3811 Facsimile,July 2015(SDC 3930) } F c NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: �uK1_1 /I LLC.. SCTM# Y U ARE HEREBY GIVEN NOTICE; 1. That it is-the intention of the undersigned to request a Permit from the Board of Trustees to: 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: �t Lys Ca.,'� N►�'�-I�^l�S U .3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: 12-1 ,3 23 P You may contact the Trustees Iffice at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: MAILING ADDRESS: 1"7E%Z) L ._P_HONE_#:___" _ -- AGENT: V_A MAILING ADDRESS: pp—_ X17 I PHONE #: Enc: Copy of sketch or plan showing proposal for your convenience. i t t 0 -RI 'NG TI .L-,E - 0 F H t2,A i NOTICE .IS HEREBY GIVEN ,that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNERS) OF RECORD: ' CONKLING ADVISORS, LLC SUBJECT OF- PUBLIC HEARING: For Wetland Permit to install one 1 12,000 gallon double. wall underground fuel tank (split 7,000 _,gasoline and .5,000 diesel);�temporarily install steel sheathing around the hole during the installation of the underground tank which is to be removed rior to ' p backfilling; install new double wall piping leading underground from fuel tank to two -(2) new fuel dispensers at seaward end of dock; all proposed structures to have leak detection panel, probes and sensors. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38..3 TIME & DATE OF, PUBLIC HEARING: Wednesday, December 13, 2023 — at or about 5:30P.M. If you have an interest in this project, you are 'invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until, to the day of the hearing during normal business days between the hours of R a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765. 1892 i1UT1L 'LU HLAKliqG NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CONKLING ADVISORS, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to install one (1) 12,000 gallon double wall underground fuel tank (split 7,000 gasoline and 5,000 diesel); temporarily install steel sheathing around the hole during the installation of the underground tank which is to be removed prior to backfilling; install new double wall piping leading underground from fuel tank to two (2) new fuel dispensers at seaward end of dock; all proposed structures to have leak detection panel, probes and sensors. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 TIME & DATE OF PUBLIC HEARING: Wednesday, December 13, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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 siplificant 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. .Thus, each answer must be explained in detail,, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 57 -1 38.3 PROJECT NAME Brick Cove Marina The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑✓ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit, approval,license,certification: Nature and extent of action: Installation of(1) 12,000 gallon Fuel Tank and (2)Dispensers i Location of action: 1760 Sage Blvd.Southold, NY Site acreage: 12.32 Present land use: Boatyard and Marina Present zoning classification: _ 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Conklin Advisors LLC c/o Andrew Salomon (b) Mailing address: 1760 Sage Blvd. Southold, NY 11971 (c) Telephone number: 631-477-0830 or Andrew@Brickcove.com 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? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. VYes ❑ No ❑ Not Applicable A new fuel dock will prove public access to fuel marine watercraft. It will limit the potential for fuel spills as some customers currently try to fill boats using portable containers. The fuel dock will be managed by trained and dedicated fuel attendant. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable I i Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable The fule tank is located underground and dispensers will not be a detriment to any Scenic Views Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable The installation will meet FEMA Regulations. The tank is anchored to compensate for buoyancy. Attach additional sheets if necessary 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 The tank and its components are double wall with multiple means of spill protection and management. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No 7 Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable Attach additional sheets if necessary Policy.8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑✓ Yes ❑ No ❑Not Applicable A fuel tank with dedicated attendant will minimize chance of fuel spills. 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. YeEl No❑ Not Applicable Facility is open to the public Attach additional sheets if necessary 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 The fuel dock would be consistant with other marinas in the Town Attach additional sheets if necessary 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 Attach additional sheets if necessary 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 Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No Not Applicable PREPARED BY Glenn Graham TITLE Project manager DATE 10/24/23