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Home My WebLink About35910-Z ��4�SUFfQt�caGy Town of Southold 3/16/2017 P.O.Box 1179 0 53095 Main Rd 01" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38862 Date: 3/16/2017 THIS CERTIFIES that the building FUEL TANKS Location of Property: 64150 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 56.-7-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2010 pursuant to which Building Permit No. 35910 dated 10/1/2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: fuel tank with dispencing pump as applied for. The certificate is issued to Goldsmith's Boar Shop of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 35910 9/15/2010 PLUMBERS CERTIFICATION DATED 4 /2-4 Autho ed Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35910 Z Date OCTOBER 1, 2010 Permission is hereby granted to: GOLDSMITHS BOAT SHOP HOBART RD SOUTHOLD,NY 11971 for INSTALLATION OF NEW GAS TANK AS APPLIED FOR at premises located at 64150 MAIN RD GREENPORT County Tax Map No. 473889 Section 056 Block 0007 Lot No. 001 pursuant to application dated SEPTEMBER 15, 2010 and approved by the Building Inspector to expire on APRIL 1, 2012 _ Fee $ 250 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 *pF SO(/l�Olo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 B P.O. ox 1179 G Q Southold, Bo 11971-0959 'gyp • io roger.richerKD-town.southold.ny.us �yCou�m, ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Goldsmiths Boatshop Inc Address: 64150 Rt 25 City: Southold St: NY Zip: 11971 Building Permit* 35910 Section: 56 Block: 7 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Major Electric License No: 2579-e SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: install new fuel tank and 1 fuel dispencing pump with all required hazordous locati( equipment Notes: Inspector Signature: Date: Sept 15 2010 81-Cert Electrical Compliance Form rjf s 0 P17 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLI3G. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) LECTRICAL (FINAL) REMARKS: DATE . INSPECTOR FIELD INSPECTION REPORT DATE CONMNTS FOUNDATION(1ST) FOUNDATION(2ND) trJ z 0 • o y ROUGH FRAAll NG& PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE Y V FINAL ADDITIONAL COMMENTS Iry tJ 310 7 Ac,— aC- v ,S' 1-� z° _ d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING._DEPARTMENT Do you have or need the following,before applying? TOWN HXLL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO.9,S 9514U Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 9 �o .120 (n Storm,Water,.Assessment Form Contact: Approved /o lb ,20 f a Mail to: Disapproved a/c Phone Expiration ( ,20 !7/ AUA r� �n Building Inspector D E V ICATION FOR BUILDING PERMIT SEP 1 5 2010 Date , 20 1 INSTRUCTIONS a. his a plicTO* o[V com let y filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plan o sea e. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. /2tla (Signature of applicant or naml,if a corporation) AW (Marling address of apphca State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises vl�5�it,`7<<5 &C*f-shop, (As on the tax roll or latest deed) If app ' ant is a corp o ion, signatur f duly authorized officer (Name add title of corporate o icer) Builders License No.- . Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street 4Hamlet County Tax Map No. 1000 Section Block -7 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy /1WM10- - &07 VAEP b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition SOM A' i ' Repair Removal Demolition Other Work I lnepl (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8.' Dimensions of entire new'construction: Front Rear Depth Height Number of Stories ,'9'. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YESS NO 14. Names of Owner of premises �`00Id-9fr� Address 1490 ®d-D��1/nl��y/�l'IZo�I�� Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 9"" NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with /ct to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: - COUNTY OFS 41M6j. 6C�{� l,� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.OIBU6185050 (Contractor, Agent, Corporate Officer, etc.) Quaiffied in bUTTOIK LeOUIlLya� Commission Expires APrll 14,2_ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that.the work will be performed in the manner set forth in the application filed therewith. Sworn toI,before me th' day of 20 Notary Public ignature of Applicant 6_47 09/10/2010 09:43 FAX 5162932797 IM001 15162932797 # 1I 1 ��QF SO&P Town 11xla Auunu 54375 Mv;i Acord � � Tc�cphonc(fi3i�7G�n-1802 P.O.Bux 1179 (G,RI}0fi,� rogef.richert fawn o SoulluAd,NS(]19710959 BULWING DEPARTMENT TOWN OF S OUTHOLf1 A�'P ATO oI—ELECTEUQA—L INSEECTION REQUESTED BY: Date: ,� O Company Name: AA A�I—b Name: License No.: -� Address: A. >ti Phone No.: LJOBSITE INFORMATION: (*Indicates required Information) *'Name: *Address: *Cross street: *Phone No.: r :2 C_o Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �� •�~-U� M�fLS � v fo ,�' 1t i`c�2.i � S sY�� T (Please Circle All That Apply) *Is job ready for inspeotion: YES! NO ugh I Final *Do you need a Temp Certificate: YES Temp Information(If heeded) *Service Size: 1 phase Whose 100 150 200 300 350 400 Other *New Service: fie-connect Underground Number of Motors Chance of S$rvice Overhead Ad"( Ietion: PAYMENT DUE TH APFLICATION 82-Rego for( on Form �i�� Southold Town Building Department P.O.Box 1179 Permit#: 35910 53095 Main Rd y Southold,New York 11971 Permit Date: 10/1/2010 Pyo �a `� (631)765-1802 Expiration Date: 4/1/2012 )'0 Parcel D): 56.-7-1 BUILDING PERMIT RENEWAL LETTER Dated: 7/8/2015 Applicant: GOLDSMITHS BOAT SHOP Location: 64150 MAIN RD GREENPORT Work Description: HISTORICAL INSTALLATION OF NEW GAS TANK AS APPLIED FOR t A FEE OF $175.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. J Owner: BOAT SHOP GOLDSMITHS Address: HOBART RD SOUTHOL,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. TESTIN!s: I. AIR PRESSURE TEST TANKS TO 5 PSI MAX PRIOR TO INSTALLATION. PIPING NOTES: (WHERE APPLICABLE) SCOPE OP LUORK 2. AIR TEST PIPING SEPARATELY;PRIMARY PIPING AT 50 PSI AND I. THE INSTALLATION AND PLACEMENT OF THE PIPING SHALL IREMOVE EXISTING (I) 4000 GALLON (I) 1,000 GALLON S.W. UNDERGROUND GASOLINE SECONDARY AT 5 PSI, BOTH FOR 30 MINUTES. . , CONFORM WITH NFPA #50, 50A AND WHERE APPLICABLE NFPA #31 5. ALL TEST TO CONFORM TO LOCAL,STATE AND FEDERAL REQUIREMENTS. STORAGE TANKS. TANK MAT, AND PRODUCT PIPING. 2. THE PROPOSED PIPING MUST BE A MINIMUM OF 100 FEET 2. INSTALL NEW 3,000 GALLON ABOVE GROUND GASOLINE STORAGE CGNTRACTORCS) NOTES: FROM ALL WATER SUPPLY WELLS. BY LUBE CUBE. TANK MUST CARRY UL-142 LABEL _ ��' o Mwm I. CONTRACTOR SHALL EXAMINE THE SITE LOCATION AND B. PRODUCT PIPES GROSSING WATER/SEWER LINES SHALL 5. INSTALL NEW DRE55ER-WAYNE GASOLINE D15PEN5ER MODEL CENTURY B/G2202D/GJK w/ VERIFY ALL EXISTING UNDERGROUND TANKS ANDA INSTALLED UNDER R ELINES TO PROVIDE NEW FLEXWORKS CONTAINMENT SUMPS MODEL D5-1630 ON NEW o, f A MINIMUM VERTICAL CLEARANCE OF IS INCHES BETWEEN 2'-6" X 5'-0" STAINLESS STEEL ISLAND FORM. 1�'d,°• �' '_;� • CONNECTING PIPING PRIOR TO TIME OF PROPOSED WORK. THE PIPES AND A MINIMUM HORIZONTAL CLEARANCE OF 10 FEET. 4, INSTALL NEW 2"4) (5ALV. STEEL PRIMARY PIPING INSIDE NEW v'4 , 5"4) AMERON DUALOY 3000/L SECONDARY CONTAINMENT. (ABOVE GRADE) UNDERCsROUND U7ILITIEB: 4. CONTRACTOR SHALL PROVIDE ELECTRICAL ISOLATION BUSHINGS S L54 I2' _�u I - __..• .:...: .. , �_ 25` tAaftin 41.. A5 REQUIRED TO ADAPT THE TANK TAPPINGS TO THE 5. INSTALL NEW 2' AMERON DUALOY 3000/L PRIMARY PIPING INSIDE NEW �___ I. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND REQUIRED SIZE PIPING. 3"(P AMERON DUALOY 3000/L SECONDARY CONTAINMENT. (BELOW GRADE) j ' 1862 S_8_9° 22' 00'' E 4�1 2UTILITY PIPES, GONDUIT5 OR STRUCTURES SHOWN ON 5. ALL UNDERGROUND PIPING SYSTEMS MUST BE INSTALLED - - THESE PLANS ARE OBTAINED BY A SEARCH OF THE 6. INSTALL NEW 2"�S.W. AMERON DUALOY 3000/L VENT PIPE ON 4K ABOVE GROUND �� • ..- AVAILABLE RECORDS. IT 15 F05515LE THAT THERE MAY, IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES TANK WITH GALV. STEEL RI5ER AND OPW MODEL 523 PRESSURE GAP ON GASOLINE. Pon OfEgypt hfaai,s FOR THESE ITEMS, BE D15GREPANGIES AND/OR OMISSIONS ALL JOINTS MUST BE LIQUID AND AIR TIGHT. ALL PIPING / SYSTEMS MUST BE TESTED FOR TIGHTNESS BEFORE BEING �. INSTALL NECESSARY PROBES ASSOCIATED WITH NEW VEEDER ROOT , EXISTING OVERHEAD IN THE LOCATIONS AND QUANTITIES OF UTILITIES AND TLS-BOOL. PROBES TO PRODUCT D15TIN6UISHING AND RIGIDLY MOUNTED. i I f)tath�tn�1` ,. COVERED, ENCLOSED OR PLACED IN USE, ALL THREADED ELECTRIC, TO REMAIN STRUCTURES SHOWN. TO THE BEST OF OUR KNOWLEDGE / 1 JOINTS SHALL BE SEALED TEFLON BASED SEALING COMPOUND 8. INSTALL NEW 6'-II" x 2?'-2" x 8" THICK TANK MAT THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON cit THESE PLANS. THE CONTRACTOR I5 REQUIRED TO TAKE ALL PIPING ERS INSTUGTIONSBE INSTALLED IN EXACT ACCORDANCE WITH 9, TEST ALL SYSTEMS IN ACCORDANCE WITH SUFFOLK COUNTY REQUIREMENTS. Q SITE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY MANUFACTURE . 10. RESTORE ALL DISTURBED AREAS TO MATCH EXISTING. LINES SHOWN ON THESE DRAWINGS. 6. LINES TO BE BAGK5LOPED 1/5" PER FOOT BACK TO TANK MANWAY SUMP. / METAL SHED DISPOSAL O E EXCSS AND UNSUITABLE EXCAVATION MATERIALS: '7. ALL PRODUCT LINES ARE TO TERMINATE IN PIPING SUMPS. 1 I. DISPOSE OF ALL EXCAVD ATEMATERIALS. EXISTING B SLAS/PAVEMENT TO ALL SUMP PENETRATION TO BE MADE RADIALLY. i� BE REMOVED BY SAW CUTTING. EXCAVATION MATERIAL TO BE LEGALLY 5. ALL UNDERGROUND METAL PIPING COMPONENTS SHALL BE OFFICE �- REPUTED LOCATION OF DISPOSED OF OFF SITE. CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS PROTECTED WITH A PERMANENTLY BONDED COATING OR WRAPPING \ EXISTING WATER FOR THE DISPOSAL OF THE EXCAVATED MATERIAL AND BEAR ALL COSTS MATERIAL WHICH 15 RESISTIVE TO BOTH MOISTURE AND i EXISTING GRAVEL \ I SERVICE R ORETAIN ANY PROFIT INCIDENTAL TO SUCH DISPOSAL. THE EXCAVATION HYDROCARBONS. 1112009t,�, c,,,estlno Eta Cara x2aaaMrtiv7EnrT,IeA,Nas THE MATERIAL SHALL BE APPLIED TO CONFORM LOT TO REMAIN SHALL CONFORM TO 051-!A AND OTHER LOCAL CODES THAT MAY APPLY. TO ANY IRREGULAR SHAPES OF THE PIPING AND SHALL START / AND TERMINATE IN CONTACT WITH COMPONENTS NOT SUBJECT 2. IF SO15 FOUND CONTAMINATED, OWNER WILL HANDLE ALL TESTING AND DISPifOSAL TO CORROSION. MATERIAL SHALL BE "SGOTGHWRAP 50" OR IL \ N APPROVED EQUAL. ui Q EXISTING ELECTRICAL INSTALLA710NS: 9. TANKS TO BE A MINIMUM OF 10 FROM WATER SUPPLY LINES. of PROPANE I I W+0 0 E � M A I. ALL ELECTRICAL INSTALLATIONS AND EQUIPMENTS SHOULD BE 10. TANKS TO BE A MINIMUM OF 10' FROM ANY SEWER LINE. �i u INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA '7O, NATIONAL II. TANKS TO BE A MIN OF 20'-O" FROM ANY DRYWELL n TANK ® NOT TO SCALE ELECTRICAL GODS, ARTICLE 514, CLASS I,GROUP D.,DIVISION I d 2. / wI EXISTING WD, I S 2. RUN ALL NECESSARY CONDUIT AND WIRING FROM PROBES TO FR. SHED MONITOR PANEL 6 TERMINATE IN UL L15TEP WATERPROOF JUNCTION BOXES. OWNER TO LEGALLY ABANDON CESSPOOL IN-PLACE "i° ate, ALJ EXISTING •, ( OI � r FLOATING= DOCKS PUMP ISLAN11t�',- al I .3 - � � •�S �� DEPTH TO GROUNDIUATER / R DEPTH TO GROUNDWATER IS 4'-0" AT HIGH TIDE AS PER ON SITE WELL ii _�NEW GROUND G GALLON ABOVE IF GROUND WATER IS ENGOUNTED A DEWATERING PERMIT I`••'•'I i GROUND GASOLINE STORAG=E �, o L�_J I TANK BY LUBE CUBE BEARING FEE WILL BE REQUIRED BY NYS. DEC. UL-142 LABEL PHYSICAL LOCATION. NOT?Fy gU;Eu;`, PFN AT / f 64150 MAIN ROAD SOUTHOLD765-1802 8 Ate' OR ;,IE EXISTING (1) 4,000 GALLON E (U , NEW YORK IIgTI FOLLOwiNG INSI--, EXC14\44TION SAPETY: SEE 5H 'T 2 FOR DETAIL I,,DOO GALLON S.W. / I 1. FOUNDATION i ON "IRED I. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR I UNDERGROUND STORAGE TANKS MAKING THE EXCAVATION IN A SAFE MANNER. PROVIDE I "1 BE REMOVED AND LEGALLY ®UJNEi� ADR�� FOR POURED CONCI;. APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDE �� D1SPO�iO�VRITERS CETI�`^",- GOLDSMITH BOAT SHOP INC. 2. ROUGH-FRAMIN;.PL;1%'Bi', 5LOPE5 TO ENSURE THAT WORKERS IN OR NEAR THE / 64150 MAIN ROAD STRAPPING, ELECTRICAL KING L 'h' EXCAVATION ARE PROTECTED. CONSTRUCTION FENCING -FLOATING DOCKS ; REQUIRED P.O. BOX , NEI 3. INSULATION SHALL BE FURNISHED TO PROTECT THE EXCAVATION. �, SOUTHOLD, NEW YORK 11971 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL � ATTN. SKIP GOLDSMITH 4• FINAL-CONSTRUCTION &ELECT RICAL = MUST BE COMPLETE FOR C 0. NECESSARY SHORING DESIGN, CALCULATIONS AND DETAILS, , (63U 765-I�I� AS PER OSHA 29 GFR GH. XII. (WHERE APPLICABLE) f isi F; OR RE UIIREMALL ENTSI OF THF CODES OFENE 3. INSTALL AND MAINTAIN^! SHORING, 5HEETING, BRACING AND FLOATING DOCKS ! `,)r � 1��Y 1 UL W YORK STATE NOT RESPONSIBLE FOR SLOPING NECESSARY TO SUPPORT THE SIDES OF THE d�' -�- DESIGN OR CONSTRUCTION ERRORS.EXCAVATION, TO KEEP AND TO PREVENT ANY MOVEMENT WLu WHICH MAY DAMAGE ADJACENT PAVEMENTS, UTILITIES, �� CERTIFIC� � FOUNDATIONS, FOOTINGS,UTILITY PIPE BEDDING OR STRUCTURES, GO I "; ; DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND o Ih� � �.,�PANCY t�X MAP �N ®1RMAT�®N 1000 - 56 - , - 1 HEALTH. INSTALL AND MAINTAIN SHORING, 5HEETIN6, BRACING, AND 5LOPINr AS REQUIRED BY OSHA AND OTHER c<l FLOATING DOCKS FIRE IN"PECT101"1 1 APPLICABLE GOVT RE6UILATION5 AND AGENCIES.(WHERE APPLICABLE) I N REQUIRED BEFORE EXCAVATION PROCEDURE AND LIMITS: ®PEN11.I� Q�IC� U I. THE CONTRACTOR SHALL EXCAVATE WITH EXTREME CAREC / BY HAND IN THE AREA OF PROBABLE UTILITY LOCATIONS. ALL UTILITIES ENGOUNdTERED SHALL BE DEEMED ACTIVE AND SHALL BE 5UITAE3LY PROTECTED BY THE / CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY .4 REPAIR EXISTING UTILITIES WHICH ARE TO REMAIN AND THAT ARE DAMAGED BY THE CONTRAGTOR'5 OPERATIONS. d SUCH REPAIRS SHALL. BE MADE BY OUALIFIED PERSONNEL WITH NEW MATERIALS U51N6 METHODS WHICH ARE 1 SUITABLE FOR THE ORIGINAL UTILITY CHARACTERISTICS, AND WHICH COMPLY WITH ALL CODES, ORDINANCES AND I �• REVISION DESCRIPTION BY DATE 2. EXCAVATE TO THE DEG HS ANNS. / UTILITY COMPANY RE ---- •,r 2 CHANGED TANK FROM 4K TO 3K PTHS AND WIDTHS, AS SHOWN, THE ..�.YJ��` �_ � - �' � CS 0 - _ 1 _ - - AHWL & ALWL GFH I 3/17/10 CONTRACTOR SHALL N1071FY THE OWNER'S r REPRESENTATIVE PRIOR TO THE START OF CONCRETE � , 4 'i ti DIT-NN CO -- -- - --- REMOVALS. ALLOW FOR FORMS, WORKING SPACE, AND � ' �� '��" Ir ��_• ;' '� �' �� GFH 4/13/10 �� CONDITION � I FILL. DO NOT CARRY EXCAVATION FOR 5LAB5 DEEPER / 3 RELOCATED TANK GFH 7/7/10 THAN THE ELEVATION SHOWN. EXCAVATION CARRIED BELOW THE GRADE LINES SHOWN SHALL BE REPLACED CUTHO!D TCI+�'N ZBA - - - ' SOIITHOLD TOWN PLANNING �R i ��m' - - - --- -- - - WITH PEA GRAVEL. SWIf:OILDTQW"JTRI!S'tE$ 1 S / BOAT SHED ----- - --- - -- --------- - -- �X . ' e ellIle- pQ�i .� r / 1 MICHAEL D U 1 Vii. �--SHED REGISTERED ARCHITECT 1981 UNION BLVD BAY SHORE, NY 11706 r (631 ) 665-9619 FAX 969-0115 �q DOCKS 1 . 2 Or-CHIMNEY PERMIT ACQUISITION AND EXPEDITERS OLD FOUNDATION 1981 UNION BLVD BAYSHORE, NY 11706 MARINE RAILWAY ��" (631 ) 665-9619 FAX 969-0115 � *ENVIRONMNETA,L COMPLIANCE *PETROLEUM SPECIALISTS *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING .19 I� N OLD5MITP 50AT SHOE INC. &4150 MA1N ROAD P.O. BOX 143(0 SOUTHOLD, N.Y. HS71 PROJECT DESCRIPTION: SHEET DESCRIPTION: ® � 04 � � �\ _�� FILL PORT LEGEND PROJECT TA'NK SITE PLAN THE ONPIER/OPERATOR MUST PERMANENTLY MARK ALL FILL fi�UMP \� PORTS TO IDENTIFY THE PRODUCT INSIDE THE TANK. THIMSE / MARKINd"FUST BE CONSISTENT WITH THE COLOR AND SYMBOL- ,, CODE 02 THE AMERICAN PETROLEUM INSTITUTE WHICH FOLLOWS, Unauthorized alteration or addition to this plan is a 9.6.3.6.2.1 THE COLORS TO BE USED ARE, violation of section 7209 of ❑ ,II6H6ASOLINE......_..............„.............RED the New York State EducationLaw. Copies of this plan not El MIDDLE GASOLINE..................»...._.BLUE _.->a bearing the professional �m ❑ I.oWER GASOLINE.........................JNFIITEink engineers ed seal shall not ❑ HIGHER UNLEADED 6ASOLINE.........R1:D wNWITE CROSS (P :""Y , r , be a valid true copy. 46.36, �'1� ;. , ,. ❑ MIDDLE UNLEADED 6ASOLINE.......BLUE w/WHITE CROSS TAX MAP# - E LOWER UNLEADED 6ASOLINE....._YVITE w/BLACK CROSS `a g} ❑ E55 UNLEADED 6ASOLINE..........BRONZE r' - 4 y` S A 3O UE D(704 ❑ VAPOR REcovERY......._...._........_.... E „: SCALE: 'f f.`!+ L �•! ❑ DIESEL... ...YELLOW ❑ «I FUEL oIL..„..„....„...„_.„.„„„.„.„.„.„.„..PLrRPLe w/Ye_Low BAR 45 INDICATE D _.! I l��•V' ❑ �2 FUEL OIL........................_......................GREEN Y DwG. C ❑ KEROSENE..„....„.........................................BROM #: r1ki F . f. ❑ WASTE OIL_..„....._._._...._._._._.„..__......PURPLE OC 1 AT 090301 THe SYMBOLS TO BE USED ARE, A CIRCLE FOR 6ASOLINE DRAWN BY: C H K D BY: PRODUCTS AND VAPOR RECOVERY LINES,A HE)CA60N FOR ALL OTHER DISTILLATES. A BORDER MUST BE PAINTED HAA ewe S AROUND PUEL PRODUCTS CONTAINING EXTENDERS SUCH AS� II e 5O I®0 II vITT:SYMBOLL AND Y'WITE�WAROUND ALL OTHER O S. DATE: SHEET CALE: IILL BE BLACK AROUND FOR COAXIAL FILL APPLICATIONS VAPOR RECOVER SHALL 04/22/09 Be I'VICATED BY SHOWING AN ORAN6E CIRCLE AROUND D WG.#: THE STANDRD PILL PORT LEGEND. ] OF 4 t7 #'OMa GO/ZZ/to 133HS :31,'0 - �(Tl� - :J,9 CAH0 :,,g NMV/ 10 {'�_ j�, ,t a NV lP 1 P GO alb`I oO1;1;b` Q3Ei V IQNI GV a.ti l; .e '' ... �<. aNll N21YM H91H LN2NVJJlV 3N11 2Ja1W M01 1N2ZI`Ydd`d IOU Boys Inas pawl saaaui6ua `�°`'° �` "` ( I �"' MNI-1 Z131'dM H91H LNRNVcIJY louolssa}ojd ayu} 6uoaq •(doo anal pilon o aq lou uold sly} }o saldo0 '-m Do I �� am-no a}DIS jAo� m@N aql 30 60ZL uoi}oas Jo uol}ololn D si uold' sly} o} uol}lppo ao uol}oaa}Io pazlaoy}nouN I "�■ ..�� _— __ __ =�M d0 ��c�t/ s� S�Ib1�a yINd1 1 I I :NOIldlH3S34 133HS NOI1d12I0S3Q 103f 02�d `�� lL6ll >I�o� M2N 'c7oHlnlos Xo9 'O'd I °� CMZ "lel) db`O�l NI�W OSIt�J d I b� P Yob m p, ONIZIQHdXH JIIkTdHd* DNINNTId RIIS 'lVl0HHlM00* S,LSI'IvIOads Wfla702I,Lad* SONFYW11100 'IVJRKWNl0HlANd* I r ,,x 2 9TTO-696 XVd 6T96-599 ( T,,9) �I rn I ,� \ 90L T T kN `HUGHS.UR QArIR N0IMa T 86 T S2IH,LIQHdXJ (INV NOI,LISI 00V ZINUHd / ✓ ° � I lldlao aas 'dwns � / g 0 I / NO Il I SN'YZlJ I ZO't�-Sld S>I2�OMX31d / �Iblao glad / I / s`Y 1J0ddnS 9NIcild 9NICIMY.LSa9ZId dwnS NOIliSNV*aU Ol 7dSIZOMXaf/�l1WC ° OH: L NdldT TY ),Nv N003S -l000G 10dnQ NON;IH'V „S ROGNIANYRNcl aNl1 JalYM MO-1 1NaNVJcl 110-,OL / �� -� lOOOG J101'Yn0 NON;3H Y „Z 3 2N11 aIVM H91H 1NM1`dcW Y 9TTO-696 XVA 6T96- 999 ( TE9) o 90L T T A-N `JU0HS kVR (TATS N011Nfl T 96 T II � aemAa >INYl a9)YNo1s �IN1osd9 10dLH0FQHIU0HI CINnOZ19 aAOGY N01709 000'S MaN o o (ClNnoN-ganoG Y) ® �® 6 �, T T� �� T I � ,% \ dwns NO111SN`YZU 1 Zo°b-sld u 1 TA ��/ d0 C�SOdS16 J S>IZIOMX�1d Ol dWnS >IN'dl .11TY991 QIMY a�IAOHaN 99 Ol S>IMdl\_ _o —0 WON=l ANVCIN073S -1000GC a9b21o1s (3Nnoti5)N34Nn 'M'S NOI-Y9 1,01WO NONMk4 Y ,,G ZOISNI 000'1 (1) f N01W9 000'1, (1) 9NI151Xa ,12d't HINcl -Ma S WWS) „Z 0 0 cJl'YCI gZ ® '�NO'> - -- —- ----- -- - -------- - ------ -- -- Isd OOc+ 'd'M'M 0I/01 ° CI3 NO;JNlMN >I�H1�Q MMN I 11b`19Q Zlsd . 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M3N 'Q10H1nOS �lON 0`�d02� NIVW OSIfb9 •N®I.�e9�®1 �b�IS.IHd did aolaao NI 431NnOW 13N`dd 9NIZI011NOW '008-5"11 -LOON NMOMA MaN NIYH�N OJ. >IMYl 2N`ddONd 9N11SIXZ s I rn 31 dOS Ol lON z sSN�'�Idl ' L7 1J�V N fi00i f+,' ettp F 4`J out P,4110041 WDZ r� ft"-.ft I VA wAwft. 001\ ot Qu��vasaa�auo u noe p 133f1 dtl w 36"x36"x36" STEEL MANWAY w/ NEW PNEUMERCATOR LCI00I REMOTE HINGED COVER 4 LOCKING LID HIGH LEVEL ANNUNCIATOR MOUNTED (SPECIAL ORDER) IN CLEAR VIEW OF FILL PORT 4"0 FILL WITH MORRISON DROP TUBE 8" THICK P.C. TANK SUPPORT SLAB pp UES m MODEL 9095A OVERFILL PROTECTION REINF. w/ 6x6 10/10 W.Wr-, 4,000 ° HOSE'MASTER FLEXIBLE 2" GALVANIZED PRIMARY PSI CONCRETE 9 26 DAYS FIRE-SHIELD CONNECTOR WORKING VENT, MIN. 8' A.T.T. w/ 6" UNIVERSAL MODEL 48-60 TANK MAT SHALL EXTEND OPW 523 PRESSURE VENC CAP PRIMARY EMERGENCY VENT I'-0" BEYOND ALL TANK EDGES O O O O O O 0----- 4°r �. NEW 2HP RED JACKET SUBMERSIBLE 4" BOLLARDS C} t �1 tpArtits� PUMP w/ LINE LEAK DETECTION NEW 1-1/2"0 BALL VALVE 53 GALLON SUFFOLK COUNTY SPILL BOX w/ COVER 4 LOCKABLE LID 4"0 OVERFLOW a .• ParaGfEgyprManns' 1 yY tib ,, 1 OPW 199-ASV-200 ANTI SIPHON ALL PIPING TO PITCH (1/8":I'-0") O \ VALVE t0 BE MOUNTED IN DOWN/5ACK TO FLEXWORKS HIGHEST POINT OF LINE. 51 TE TRANSITION SUMP (PTS-4021 - DETAIL PG. D) (2) 3/4" GRS (1) 3/4" GRS CONDUITS CONDUITS w/ ENVIRON w/ ENVIRON FEB 30'15 FEB 30"15 SUMP SUMP ENTRY BOOT r� ENTRY BOOT INDIANA SEAL COMPANY MODEL 015632 WITH OSHA APPROVED STEPS 2" FITTING FOR VEEDER ROOT O TEST PORT FOR TESTING OF SECONDARY INTERSTITIAL PROBE (SPECIAL O 2009 Ma Guest Inc Ma Data 2009reAVTE0 *r TMPA"a, CONTAINMENT. AFTER TESTING, BOOT SHALL BE ORDER)--,/ SLIPPED OUT OF PLACE FOR PROPER FUNCTION 1{ N OF SECONDARY CONTAINMENT. ENVIRON FEB 6300 SUMP W E m A P FREESTANDING PIPING SUPPORT AS ENTRY BOOL SCULLY SIGHT GAUGE2" GALV. STEEL SECONDARY NOT TO SCALE PER DETAIL SCULLY MODEL 03190 WORKING VENT w/ OPW 523 PRESSURE S VENT CAP 0 CL 2" GALV. STEEL PRIMARY INSIDE PRIMARY INSIDE 311 AMERON DUALOY 3000L SECONDARY FROM DISPENSER V-0 SPARE UNIVERSAL MODEL 46-60 PI�IY�IGAL LOC4TION: SUMP TO FLEXWORKS PTS-4021 SECONDARY EMERGENCY VENT 64150 MAIN ROAD TRANSITION SUMP O O O 0 O O 50 THOLD, NEW'. ORK 11971 NEW VEEDER ROOT MAGNETOSTRIOTIVE 5'-0" OWNER 14=RrZSe PROBE MODEL# 846391-303 MAX GOLDSMITH BOAT SHOP INC. 2" GALVANIZED PRIMARY P.O. BOX 1456 WORKING VENT, MIN. 8' A.T.T. w/ 64150 MAIN ROAD (RT. 25) SOIJT20'-31 OPW 523 PRESSURE VENT CAP ATTN SKIP NEW YORK IIg71 X6 ATTN SKIP GOLDSMITH 2.71-211 I`,EW PNEIIMERCATOR LCIOOI REMOTE OFFICE: (651) 765 - 1600 2" GALV. STEEL SECONDARY HIGH LEVEL ANNUNCIATOR MOUNTED FAX: (651) 765 - 1-71-7 WORKING VENT w/ OPW23 PRESSURE IN CLEAR VIEW OF FILL PORT VENT CAP TANK F+--I AN 36"x36"x36" STEEL MANWAY w/ t�� MGP IN�o�Matl®N 1000 - 56 - 7 - 1 HINGED COVER � LOCKING LID SCALE: I/2" = I'-O" 2" MECHANICAL GUAGE SCULLY MODEL 03190 53 GALLON SUFFOLK COUNTY (BEYOND) SPILL BOX w/ COVER t LOCKABLE LID REVISION DESCRIPTION BY T DATE 6"0 UNIVERSAL MODEL 48-60 1 AHWL & ALWL GFH 3/17/10 I D I E GJE L TAN< SPE C E I CAT(oN,13 SECONDARY EMERGENCY VENT 2 CHANGED TANK FROM 4K TO 3K GFH 4/13/10 ' MANUFACTURER: LUBE-CUBE 1 44 FILL WITH MORRISON DROP TUBE 3 RELOCATED TANK GFH 7/7/10 CAFACITY: 3,000 G,4LL0N5 U.L. 142 MILD GARBON BTEEL EPDXY FINISH I I I ---- ----- ---- - - ---------- MORRISION I - ------ -- --- -- -- OVER FILL I - - PROTECTION I MODEL " 90954 I — ----- - — ------- ----------- -- ---- ---- NEW VEEDER ROOT IcJ4390-420 I I I - 2" GALVANIZED PRIMARY INTERSITIAL PROBE-,. I 4 n WORKING VENT, MIN. 8' A.T.T. w/ OPW 523 PRESSURE VENT CAP 2" GALVANIZED SECONDARY WORKING VENT, MIN. 8' A.T.T. w/ OPW 523 PRESSURE VENT GAP 36"x36"x36" STEEL MANWAY w/ HINGED COVER t LOCKING LID �--NEW PNEuMERCATOR LC1001 REMOTE 1'-0" I V I I'-O" �j (SPECIAL ORDER) HIGH LEVEL ANNUNCIATOR MOUNTED I I MICHAEL D UNN R.A . MIN. L- - - - - - - - J MI4-4- ENTRY � IN CLEAR VIEW OF FILL PORT 1-- ENVIRON FEB 6300 SUMP REGISTERED ARCHITECT BOOT 53 GALLON SUFFOLK COUNTY SPILL BOX 8" THICK P.G. TANK SUPPORT SLAB REINF, w/ 6x6 10/10 W.WF., 4,000 1981 UNION BLVD BAYSHORE, NY 11706 NEW 2HP RED JACKET SUBMERSIBLE 4"0 FILL WITH MORRISON DROP TUBE PSI CONCRETE m 28 DAYS PUMP w/ LINE LEAK DETECTION MODEL g095A OVERFILL PROTECTION TANK MAT SHALL EXTEND (6 31 ) 665-9619 FAX 969-0115 V-0" BEYOND ALL TANK EDGES (2) 3/4" GRS 6" UNIVERSAL MODEL 48-60 ABOVEGRORUND PIPING CONDUITS w/ ENVIRON PRIMARY EMERGENCY VENC SUPPORT AS PER DETAIL FEB 3015 SUMP — — ENTRY BOOT (1) 3/4" GRS CONDUITS w/ 41-711 /.— — — — — ENVIRON FEB 305 SUMP PRIMARY D ENTRY BOOT OSHA APPROVED STEPS y 5 D r A T ELANU395D(MATO � 2" MECHANICAL GUAGESEGONOARY ,,t, ,.,, t., ,,,�.,.. ¢� PERMIT ACQUISITION AND EXPEDITERS SECONDARY TANK SCULLY MODEL 03190 „ . �.,.,r 1981 UNION BLVD BAYSHORE, NY 11'706 4" CONC FILLED STEEL PIPE . BOLLARD AS PER DETAIL TO BE PAINTED YELLOW I I I I (631 ) 665-9619 FAX 969-0115 TANK MAT TANK IDENTIFICATION LABEL 1 *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS PRIMARY TANK I I ( I I MORRISION OVER FILL I a *SEE DETAIL ON SHEET "D" FOR TRANSITION SUMP DETAIL* *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING PROTECTION MODEL » 9095A FLEXWi PTs-4021 I I 3,000 GALLON ( I I o TANK SIDE ELEVATION TRANSITION SUMP w/ LOCKABLE I I DOUBLE WALL STEEL LID SEE DETAIL I I "LUBE CUBE" TANK I I o SCALE: 1/2" = 1'-0" OLD&-17 4 E50AT 5H0f= INC. j I o (04150 MAIN ROAD Ci;;�T. 25) I P.O. BOX 143 NEW 3/4" GRS CONDUIT w/ ENVIRON—.1I I I F I 5OUT4-40LD, NEW YORK 11,311 FE15-3015 FLEXIBLE ENTRY BOOT — — — — — —— —— — — — — — — — — — — — — — — — — — — — — —— — — — — — — —— — —— — —— — PROJECT DESCRIPTION: SHEET DESCRIPTION: TANK REMOVAL/IN�5l-. TANK DETAILS 'A NEW 6" THICK CONC. TANK MAT Unauthorized alteration or 1 I REINF. w/ 6x6 10/10 W.WF., 4,000 addition to this plan is a PSI CONC, 6 28 DAYS TANK MAT violation of section 7209 of SHALL EXTEND 1'-0" BEYOND the New York State Education NEW VEEDER ROOT X94390-420 haw. Copies of this plan not NEW 2" AMERON DUALOY 3000/L PRIMARY INSIDE ALL TANK EDGEDS INTERSITIAL PROBE bearing the professional INSIDE 3�� AMERON DUALOY 3000/L SECONDARY engin eers nke e seal hall not I� I CONTAINMENT (TYP. FOR BELOW GRADE) TAX MAP , # -=T SEE 45OVE SCALE: 45 INDICATED t .. .. D WG.#: TANK ELEVATION � _�` _ l 4SSOC14TE 0'3O3O1 SCALE: I/2" = I'-O" DRAWN BY: CHKD BY: �� f . „r, ,,, s 1-4,44 GUJG DATE: SHEET 04/22/O9 /� D WG.#: ll` 3 OF 4 `�-� Y' GROWN MAPQUEST o aoo luu i ,f> f •r '''E - ...iiia 4"0 GONG FILLED STEEL ' ` Dr FIFE E3 LLARD PAINTED YEL J SUMP WALL SHEAR VALVE TO BE INSTALLED PART of DISPENSER INLET PIPE Ga _., .. . WITH SHEAR GROOVE FLUSH TO DISPENSER ' . 3/4" BELOW TOP OF ISLAND CO 8 DAYS INS; 4,000 PSI COMPRESSION RING RUBBER BOOT SEAL SPACE BETWEEN DISPENSER Ani rote AND ISLAND WITH SILICON OR GROUT ' r EXISTING CONCRETE sv�rns� ,e` BAND CLAMP ; �• \ PIPE SUPPORT BRACKET • t SECONDARY CONTAINMENT LINE e ' ' a 6" THK GONG DISPENSER ISLAND �. \ GRADE (TOP OF TRAFFIC MAT tea. SITE 3/4"� GRS CONDUIT TO EMERGE PRODUCT PIPING ENTERING A TANK SUMP SHALL BE IMMEDIATELY SHUT-OFF SWITCH ° : . a TRANSITION TO GALVANIZED STEEL OR SOHO 40 CARBON STEEL — ENVIRON FE8-3075 SUMP ENTRY BOOT FOR DIESEL. CONTRACTOR SHALL MINIMIZE EXPOSURE OF FRP A5 m 5/4"0 GRS CONDUIT TO ALARM PRACTICALLY POSSIBLE. ' PANEL INSIDE BUILDING m . _ ENVIRON FEB-3075 SUMP ENTRY BOOT r 1211 EXPLOSION-PROOF N' a JUNCTION BOX 1211_/ HOSEMASTER FLEXIBLE ° FIRE-SHEILD CONNECTOR, TYP " �za�st,t" oUestlnc M� o"t" 2o6s1lfvT�C} ofTFiPrna4 j PRODUCT LINE FLEX-WORKS MODEL# DS-1630 MIN. / LIOUID-TIGHT P15F SUMP it a . - z N INDIANA SEAL COMPANY GOMPAi�IY 3,_� — \\ MODEL #156.52 WITH TEST PORT FOR NEW VEEDER ROOT SUMP SENSOR W E TESTING OF SECONDARY CONTAINMENT. TO BE PRODUCT DISTINGUISHING0 NEW 2" AMERON DUALOY 3000/L FRP PRIMARY 14 AND RIGIDLY MOUNTED NOT TO SCALE AFTER TESTING, BOOT SHALL BE INSIDE 3"0 AMERON DUALOY 3000/L SECONDARY �-""� S r- = z d CONTAINMENT W/ ENVIRON FEB-6300 SUMP ENTRY BOOT �OLLl� DETAIL SLIPPED OUT OF PLACE FOR PROPER �y FUNCTION OF SECONDARY CONTAINMENT. r. r NOT TO SCALE INSIDE CONTAINMENT SUMP OUTSIDE CONTAINMENT SUMP INDIANA SEAL COMPANY MODEL #156.32 WITH TEST z ON INS DATA PORT FOR TESTING OF SECONDARY CONTAINMENT. AFTER TESTING, BOOT SHALL BE SLIPPED OUT OF Pk�IY�IG�L �.®CATI®N: PLACE FOR PROPER FUNCTION OF SECONDARY 64150 MAIN ROAD CONTAIN IENT. SOUTHOLD, NEW YORK 111-71FLEXIBLE �NTfi�Y SOOT PETAL NOT TO SCALE DISPENSER SUNG DETAIL OWNER 04®DRESS GOLDSMITH BOAT SHOP INC. P.O. BOX 1436 NOT TO SCALE 64150 MAIN ROAD (RT. 25) SOUTHOLD, NEW YORK 11871 EXISTING ATTN SKIP GOLDSMITH FINISHED OFFICE: (631) 765 - 1600 SURFACE NEW 4" MIN. ASPHALT PAVING OR FAX: (631) 765 - 1-71-7 5" CONCRETE TANK SLAB OR IS" GRAVEL #6 REBAR GROUTED IN PLACE @15" O.G., DOWELS SAW-GUT PRE MOULDED FILLER SHALL EXTEND 12" MIN AS NEEDED EXPANSION JOINT FOR EACH WAY, TYPICAL CONCRETE AREAS ONLY 714X MAP INFORM,4TION BACKFILL COMPACTED 1000 - 56 - 7 - 1 EARTH PIPING NOTE: 4„ :ri ,`' :x::;. `:i;:.,r' ;:;••: : ' ": ! ;:;; (MIN) ;: -� *' ,r.• `� :: ;: ;'' 's *;'> �;; ,t..;�:: ABOVE GROUND FIBERGLASS GONTAIMENT PIPE ' j' SHALL BE COATED WITH 5HERWIN WILLIAMS UVL-RESISTANT PAINT. (MIN) 12" - REVISION DESCRIPTION BY DATE MIN •-. ...` �— 4" MIN 2" GALVANIZED STEEL PRIMARY AMERON DUALOY 3000L 1 AHWL & ALWL GFH 3/17/10 INSIDE 3" AMERON DUALOY 3000E EQU I Pi"I�NT LIST - ---- -- -------- - --------- - -- -------- ----------- INDIANA SEAL COMPANY MODEL SECONDARY FROM TANK SUMP TO 2 _ CHANGED TANK FROM 4K TO 3K GFH 4/13/10 #156.32 WITH TEST PORT FOR FLEXWORKS PTS-4021 TRAN51TION 4" 3 RELOCATED TANK GFH 7/7/10 TESTING OF SECONDARY SUMP -- 07Y EQUIPMENT MANUFACTURER MODEL NUMBER CONTAINMENT. AFTER TESTING, 6 BOOT SHALL BE SLIPPED OUT OF ENVIRON FEB 6300 -� MIN FZA GRAVEL — PLACE FOR PROPER FUNCTION OF I SUBMERSIBLE PUMP RED JACKET 2 HP BIG-FLOW SUMP ENTRY BOOT SECONDARY CONTAINMENT. 6„ A ENTIRE EXCAVATION FLEXWORKS PTS-4021 �\N - I ABOVE GROUND TANK LUBE CUBE 3,000 TRANSITION SUMP VW/ VIRGIN SOIL AS FIBERGLASS PIPE EXPLOSION-PROOF JUNCTION LOCKABLE LID -- -------- ------- - ------- -------- -------- REQ'D PRODUCT(DWAMERON 3000/L BOX) EXTENT • � 2" BALL VALVE TRENCH NOTE EXCAVATITI ON A5 FIBERGLASS PIPE (SW) AMERON 3000/L 3/4" GRS CONDUIT TO ALARM PIPING TO BE INSTALLED REQ'D PANEL IN51DE BUILDING AS PER MANUFACTURER'S RECOMMENDATIONS I TANK MONITORING VEEDER ROOT TLS-3000 ENVIRON FEB-3075 SUMP OR AS INDICATED PER THIS DETAIL ENTRY BOOT I INTERSTITIAL PROBE VEEDER ROOT 14449,40-420 GRADE F I F I NG TRENCH DETAIL ENVIRON FEB 6300 2 SUMP PROBE VEEDER ROOT -Ig4380-322 SUMP ENTRY BOOT NOT TO SCALE MICHAEL D U N, R.A I MAGNETOSTRIOTIVE PROBE VEEDER ROOT 846381-303 2" GALVANIZED STEEL 2" AMERON DUALOY3000L PRIMARY PRIMARY INSIDE 3" AMERON REGISTERED ARCHITECT I HIGH LEVEL ALARM PNEUMERCATOR LClool DUALOY 5000L SECONDARY FROM TRANSITION 5UMP TO DISPENSER 1981 UNION BLVD BAYSHORE, NY 11706 AS SUMP ENTRY BOOTS ENVIRON FEB-3075 ySUMP (UNDERGROUND) (6 31 ) 665-9619 FAX 969-0115 REGIO FOR CONDUIT AS SUMP ENTRY BOOTS FEB-6200 „ — — REQ'D FOR 2" S.W. FRP ENVIRON A5 SUMP ENTRY BOOTS FEB-6300 NEW VEEDER ROOT SUMP REQ'D FOR 3" S.W. FRP ENVIRON SENSOR TO BE PRODUCT READ FLEXIBLE CONNECTOR HOSEMASTER FIRE-SHIELD DISTINGUISHING ANDrROUNTED 2"SCHEDULE BLACK STEEL ZAN PRIMARY INSIDE 3"AMERON D INDIANA SEAL COMPANY MODEIL DUALOY 3000EL SECONDARY FROM I BALL VALVE MORRISON bql BBV TANK 5UMP TO FLEXWORKS H05EMASTF-R FLEXIBLE #156.32 WITH TEST PORT FOR P115-4021 TRANSITION SUMP ACQUISITION AND EXPEDITERS I ANTI SIPHON VALVE OPW Iqq-ASV-2200 FIRE-SHIELD CONNECTOR TESTING OF SECONDARY (ABOVE&ROUND) PERMIT CONTAINMENT. AFTER TESTING„ QUISITION BOOT SHALL BE SLIPPED OUT OF 1981 UNION BLVD BAYSHORE, NY 11'706 I SHEAR VALVE OPW IOBHMGP-583 PLACE FOR PROPER FUNCTION OF �MAR'CAP 6ALv.STL' (6 31 665-9619 FAX 969-0115 DISPENSER DRESSER - wAYNE CENTURY 3/622020/6JK SECONDARY CONTAINMENT. ) SCHEDULE 40 6ALVANIZED *ENVIRONMNETAL COMPLIANCE *PETROLEUM SPECIALISTS I DISPENSER SUMP FLEXWORKS 05-1630 U-BOLT,TYPICAL *COMMERCIAL SITE PLANNING *PERMIT EXPEDITING TRANSITION SUMP FLEXWORKS PT5-4021 TRAN51 T I ON 5UMP DETAIL I MECH. OVERFILL MORRISION gOg5A-0200AV NOT TO SCALE __ CHED.40 6LAV.STEEL AN& LE,rYP 2 I TIGHT-FILL ADAPTERS MORRISION 0200AV O L D eM I T P 5 O A T 5 P O F INC. G I FILL APS MORRISION 305 F�'�OT PT5-4o21 &4150 MAIN 80,41 CRT. 2 5 SUMP WALL LITRANSITION NASITPER DETALOCKABLELOCKABLEIL P.O. BOX 143ro I PRESSURE VENT GAP OPW 523 GOMPRE5510N RING A P FD R 0 S'DIA.SCHED.40 51 L I GONE SOUTNOLD, NEW YOi�K 11 J-i 1 BAND CLAMP �6ALVANIZED TUBE 2 BLOW OFF VENT UNIVERSAL 48-60 RUBBER PRESSURE RING PROJECT DESCRIPTION: SHEET DESCRIPTION: TANK REMOVAL/INET, TANK DETAILS RUBBER BOOT GRADE ALL PROBES SHALL 8E PRODUCT DISTINCgUISHIN(3 F 12 "DIA.GONG.FILLED Unauthorized alteration or /� �/ }}++�� addition to this plan is a SIN D R I v/�F I D L ` O UN T L/ 4 j I I I I I I SONO,vBE w/42"POST violation of section 7209 of p EMBEDMENT the New York State Education Law. Copies of this plan not j "1 I I I "I I , f" i ° d i bearing the professional m 7 `I h 5 engineers inked seal shall not t^, be a valid true copy. j 1 TAX MAP# ' 1 ,b SEE 45OVE a a INSIDE CONTAINMENT 5UMP OUTSIDE CONTAINMENT SUMP S'7 !' •t!' a'�, ' e!'° SCALE: ' ¢ AS INDICATED ,,. 45,1 ENVIRON FEB��OO FOR CONDUITS ONDURITPS ,�3'-O" 3'-O"—�' P,. DRAWNOC I ATE 0 D0301 ENVIRON FE5-6200 FOR 2" FRP `A NO EXPOSED METAL COMPONENTS SHALL BE LOCATED OUTSIDE CONTAINMENT SUMP N a 4 �� FREE-5TAND(NG PIPE SUPPORT DTL DATE: SHEET FLEXIBLE ENTR1' BOOT SCALE: 1/2" = 1'-0" DwG.0#/22i0g 1D NOT TO SCALE 40F4