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HomeMy WebLinkAbout37394-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 11/29/2012 CERTIFICATE OF OCCUPANCY No: 36064 Date: 11/29/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 54265 Route 25, Southold, SCTM #: 473889 Sec/Block/Lot: 61.-2-12.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/17/2012 pursuant to which Building Permit No. 37394 dated 7/26/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: underground fuel oil tank as applied for. The certificate is issued to N F Bank & Trust Co (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37394 Permission is hereby granted to: N F Bank & Trust Co PO BOX 8914 Date: 7/26/2012 Melville, NY 11747 To: Addition & Alteration to a Commercial Property; Removal & Installation of an Underground Fuel Oil Tank, as applied for. At premises located at: 54265 Route 25, Southold SCTM # 473889 Sec/Block/Lot # 61 .-2-12.2 Pursuant to application dated To expire on 1/25/2014. Fees: 7/17/2012 and approved by the Building Inspector. NEW COMMERCIAL, ALTERATION OR ADDITIONS CO - COMMERCIAL Total: $250.00 $50.00 $300.00 Form No. 6 TOWN OF SOUTHOLD BUILi)ING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitt6d to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Owner or Owners of Property: fi, J, Suffolk County Tax Map No 1000, Section Subdivision Permit No. Date. 7- ~0 '- V/ Old or Pre-existing Building: (check one) House No. Street Hamlet Block ~ Filed Map. 3q 3qL/ Date of Permit. 7- ~ '/~ Applicant: Lot ,/~. ~ Lot: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~'~L).~?c~ Final Certificate: ~ (check one) Applicant Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 ' FAX: (631) 765-9502 SoutholdTown. NorthFork.net Expiration PERMIT NO. JOt 1 7 201 BLDG. DEPT. TOW~ OF SOUTHOLD Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form ,ntact: .~.., Phone: bbt- APPLICATION FOR BUILDING PERMIT Date '7'lq> ,20 12- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora 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. ~/7t~S~gn a~e~fo/f ~p ~lica~ t~or/~a~ e~, i f a corporation) (Mailing address of applicant) ! !'7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ? (As on the tax roll or latest deed) a olt~of]tlion, signature of duly authorized officer ' - ~I~ame [nd t'iile~rpo~'ate officer) // Builders License No." fl Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: oo, oo House Number Street County Tax Map No. 1000 Section Subdivision 6,1. Hamlet Block O2. Oo Filed Map No. Lot Il. Ob Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use ,and ocoupancy Eo~e,r~-~ ~//d,A! b. Intended use and occupancy ~,~rr/~e~c~..~ ,~ot {,dtAf 3. Nature of work (check which applicable): New Building. Addition Repair Removal Demolition Other Work 4. Estimated Cost 1~5 ~ '~, 0D~, J 5. If dwelling, number of dwelling units If garage, number of cars Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth. Height. 8. Dimensions of entire new construction: Front /]/a_~ Height Number of Stories 9. Size of lot: Front 2/~t cO' Rear /7,.3, 32. ' Number of Stories Rear Rear .Depth Depth ~2~9.2tO 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 j 13. Will lot be re-graded? YES__ NO ~'/Will excess fill be removed from premises? YES__ NO__ 14. Names of Owner of premises Address Phone No. Name of Architect ////.~- Address Phone No Name of ContractorFe~/¢~ r ~t ~/ ~v,r. ,~,~_ Address a/~t/~ ~r~oo~2 /fi/~ Phone No. d,:5 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls this property within 300 feet of a tidal wetland? * YES__ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO__ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~--"h ~.~../ A//,Ea ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing{ontract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 16~e* dayof ~ 20 Notary Public USA M. SAWICKI ~OTARY PUBLIC, State7~oNew York No. 01SA6215 ~ualil ed in Suffolk County ~3mn0ssion Expires 1/04 2014 Signature of Applicanf ~.~]V//' ~ CONSENT TO INSPECTION C,qf/)7/q. ~/./~'&~e'£ ff/,~ )'~'aFF [-/-~%va/o, tf, the undersigned, do(es) hereby state: Owher(s) Name(s) That the undersigned (is) (are) the 9wner(s) o.f the premises in tl~e Town of Southold, located at ~ffL4 7.K /~/l~-It~ /~d · ~,~_w,~,~,5"~) , which is shown and designated on the Suffolk County Tax Map as District 1000, Section /~/,OO,Block OZOO.,Lot tl.oc~ · tl..~ That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the followine: That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: (Signa.ture) (Print Name) (Signature) (Print Name) COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES James L. Tomarken, MD Commissioner BUREAU OF ENVIRONMENTAL ENGINEERING APPROVAL NOTICE June 28, 2012 Breslau Engineering 138 South 1st Street, Suite 106 Lindenhurst, NY 11757 Attn.: Alexander Santino Re: SCDHS Job No. : HM12-075 SCDHS Fac. ID. No.: 10-0303 SCDItS File Ref. No.: 18865 Dear Mr. Santino, Your application for a permit to construct a project at Capital One Bank 54375 Main Road, Southold, NY 11971 has been reviewed for compliance with Article 12 of the Suffolk County Sanitary Code. The application has been approved. Enclosed you will find the Permit to Construct. This permit has to be posted at the construction site during the construction. If you have any questions regarding the review process or need assistance, feel free to contact this office at (631) 854-2388. Very truly yours, Chris Wong i' Assistant Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality ~ Office of Pollution Control - 15 Horseblock Place ~ Parmingville, NY I 1738~ 1220 Phone (65I) 854-2388 Fax (631) 854-2505 PERMIT TO CONSTRUCT Toxic and/or Hazardous Material Storage Facility Suffolk County Department of Health Services James L. Tomarken, MD Commissioner SCHDS REFERENCE # 18865 SCHDS REGISTRATION # 10~0303 SCHDS PLAN # HM12-075 Date of Issuance: June 28, 2012 Permit Expiration Date: June 28, 2013 FACILITY NAME & ADDRESS: Capital One Bank 54375 Main Road Southold, NY 11971 Your Application for Permit to Construct a Toxic or Hazardous Material Storage Facilities for the above referenced site has been reviewed for compliance with Articles 7 & 12 of the Suffolk County Sanitary Code. The application has been approved. The items listed below and on the back of this Permit are conditions of this Permit and have to be observed during construction: A copy of the approved plan must be kept at the construction site. A copy of this permit must be kept on display at the facility during construction. Safe construction practices must be followed during the installation of the storage facility(s). The storage facility(s) must be constructed in accordance with the approved plan. Any changes in design, materials or use requires prior written consent of both the design professional and the Office of Pollution Cona:ol. The changes have to be submitted in a form that is acceptable to the Office of Pollution Control. The contractor and/or design professional is required to inform the owner that the changes are being made. The Office of Pollution Control has the right to inspect this installation at any time to verify its being constructed in compliance with this permit. The Office of Pollution Control must be contacted at 854-2523 at least 2 business days prior to commencement of any work to arrange for the required constmctiun inspections. Contact the local building department and/or fire safety enforcement office for any additional requirements that may apply to your project. The storage facility cannot be placed into service until the Office of Pollution Control performs all required installation inspections and issues an' interim permit to operate. The Office of Pollution Control reserves the right to revoke this permit as allowable by law. Bureau of Environmental Engineering Office of Pollution Control Division of Environmental Quality * See the back for exceptions THIS PERMIT IS VALID FOR THE FOLLOWING STORAGE FACILITIES ONLY SCDHS # LOCATION VOLUME CONTENTS 2 Under / Out 5,000 Gals. #2 Fuel Oil NOTE For up to 90 days at~er the Permit to Construct expires, the permit is renewable. The .job file will remain open for that period. If the Office of Pollution Control does not receive a renewal application with the appropriate fees within the 90 days, the file will be closed and a new application for a Permit to Cons~a'uct will have to be filed if the job is to be re-opened. All applicable filing fees will once again become due and payable. Issuance of this permit does not supersede any existing agreements with, or mandates by, the Office of Pollution Control or any other government agency. The construction period does not supersede any existing compliance dates agreed to, or mandated by, the Office of Pollution Control or any other government agency. Issuance of this permit does not authorize the use of the storage facility(s) that are in violation of the Suffolk County Sanitary Code or any other government code. Special Conditions: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE TOXIC LIQUID STORAGE REGISTRATION FORM Principal Property Ta, Co e DIstr,ct II Iololol OFFICIAL USE ONLY New sect,an Icbl/.Iobl s,oc~2b--I-A'b ~o, Facility Name · No. Street Tank ~ner No. Stre~ Write mat'l, number in left column Community State Zip Phone No. ~/,/ .//?/? ~_¢' Community State Zip Phone No. *- Designates cathodic protection ~ SINGLE ~ WALLED WAII FD CAPACITY (GALLONS) Other Material (Specify) OFRCIAL USEONLY I certify that Information on this applicati~n and all attachments have been reviewed and that, based on mY inquiry of those persons Immediately responsible for obtaining the information contained in this application, I believe tl~at 'the information Is true, accurate, and complete. I understand that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. , HMM003 Rev 2/88 Receipt No. T~le / ;'I .... ,._ TO FENLEY & NICOL ENVIRONMENTAL 445 Brook Avenue DEER PARK, NEW YORK ].]729 ~) 586-4900 WE ARE SENDING YOU [~Attached [] Under separate cover via [] Shop drawings [] Prints [] Plans [] Copy of letter [] Change order [] ~//~? the following items: Samples [] Specifications COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: [] For approval [] For your use [] As requested [] For review and comment [] FOR BIDS DUE [] Approved as submitted [] Approved as noted [] Returned for corrections [] 19 [] Resubmit [] Submit [] Return copies for approval copies for distribution corrected prints __ [] PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: TO FENLEY & NICOL ENVIRONMENTAL 445 Brook Avenue DEER PARK, NEW YORK 11729 (631) 586-4900 //7? WE ARE SENDING YOU [] Attached [] Under separate cover via the following items: [] Shop drawings [] Prints [] Plans [] Samples [] Specifications [] Copy of letter [] Change order [] COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: [] For approval [] For your use [] As requested [] For review and comment [] FOR BIDS DUE REMARKS [] Approved as submitted [] Approved as noted [] Returned for corrections [] [] Resubmit__ [3 Submit [] Return copies for approval copies for distribution corrected prints ¸20 [] PRINTS RETURNED AFTER LOAN TO US BI DC COPY SIGNED: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTI-IOLD November 26, 2012 Fenley & Nicol 445 Brook Ave Deer Park, NY 11729 Re: NF Bank & Trust Co, 54265 Route 25, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) v//'/Electrical Underwriters Certificate. (contact your electrician)~ ~J//"- ~ ~,~, A fee of $50.00 .~ ~;~L Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184)/ Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) ~r',.y~/~ ? -- Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. __ Final inspection by Building Dept. BUILDING PERMIT: 37394- Underground Fuel Tank 1. ALL WORK TO BE COMPLETED IN STRICT ACCORDANCE WI~ ALL APPUCABLE FEDERAL, STAle, COUNT~ AND TO GREENPORT= ~ I LOCAL CODES AND IN S~ICT ACCORDANCE ~ APPLICABLE NA~ONAL FIRE PROTEC~ON ASSOCIA~ON AND NA~ONAL ELECTRICAL CODE SPECIFICA~ONS AND REQUIREMENTS. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ m · ~. ALL MATERIAL SHALL MEET OR EXCEED MANUFAC~RERS ~f~N SPECIFICATIONS, BANK SITE SUPPORT AND RELOCA~ IF NECESSARY A~ EXPOSED LINES AND MAKE COMPLE~ RESTORA~ON OF DAMAGED AU~IORI~ES HA~N~ GURISDIC~ON AND ~E ENGINEER OF RECORD. /¢~/~ ~~./ o N7~°25' 30" E 173.32' 5. ~EsE DRA.NGS DO NOT ,NDICA~ A~ OF THE EXIS~NG EQUIPMENT, DE~CES. ~RING, S~UC~RES, % % %~~ % = ____. -- ------ FTC, EI~ER EXPOSED OR CONCEALED. PRIOR TO'E COMMENCEMENT OF CONS.UC~ON WORK, THE -- ---- CONTRACTOR SHALL OBTAIN AND/OR ~RIFY ~E EXACT LOCA~ON OF ALL EXIS~NG I~MS ~AT MAY AFFECT ~ THE ~RK ~~~~ ~ ~ ~,~ ' 6, ~ESEDRA~NGS ARE DIAGRAM MA TlC IN NA ~RE ANDINBIOATE ~E GENERAL ARRANOEMENT OF THE VARIOUS ~ ~ SYS~MS AND ~E APPROX~MA~ RELA~ LOCA~ONS OF ~E EQUIPMENT, DE~CES AND O~ER I~MS. ~1 0 7, ALL EQUIPMENT SHALL BE INSTALLED~IPED/~RED IN S~ICT COMPLIANCE ~ THE EQUIPMENTS ~1 ~ ~ MANUFACTURERS INSTALLA~ON INS~UC~ONS - / ~ ~ ~ ~ ~ ~ ~ 8. A SIGN STA~NG "NO SMOKING WITHIN 50 FEET" SHALL BE POSED IN ~E ~CINI~ OF ALL MOTOR FUEL 50.99~ ~ 9. TANK FI~S SHALL BE COLOR CODED IN ACCORDANCE ~ ~E AMERICAN PE~OLEUM INS~TE'S S~M OF IDEN~FICA~ON AS IMPLEMEN~D BY LOCAL CODES, ~ TO JAHESPORT ~~ %1 % ,' ~o. JU~SD~C~ON~ST*~R SH*LLo~RFURN~SH~E WO.~N~o ~*PPROV*L.E~rO.~SD.OF CO~.LE~D ~.ST*LL*T]ON ..0~ *L~ *~ENO,S H*~N~ EXST'G GARAGE BLDG 11. ALL PEA GRAIL U~LIZED TO BED AND SUPPORT UNDERGROUND TANKS, PIPING, SUMPS AND OTHER BELOW ~ ~ GRADE S~UC~RES SHA~ BE WASHED, FREE FLO~NG AND CONFORM TO AS~ C-~3 PARA 9.1. SIZES 6 ~ROUGH 8. NO MORE ~AN 5% SHALL PASS ~ROU~H A NO. ~ SIE~. STORAGE REGULA~ON 6 NYCRR PART 812-61~. NOT TO SCALE ~ I scoPE OF WOrK PROJECT 1. REMOVE THE LISTING 5,000 GALLON FUEL OIL TANK LOCATED IN THE CONCRETE WAL~AY. TITLE AREA OF ~.RE.OVEALLASSOOIATEDPIPfNGANDDISOONNECTPIPINGJUSTONTHE[NSiBEOFTHE ~ % ~ FOUNDATION BASEMENT WALL. 3, BACK FILL TANK EXCAVATION WITH CLEAN FILL, I k~ 4. EXCAVATE NEW TANK PIT IN DRIVEWAY AS SHOWN. ¢ ~ I 5. BED EXCAVATION WITH A MIN OF 12" PEA G~VEL HEATING OIL STOOGE 6. SETNEWG,0OOGALLONDWFRPFUELOILSTO~GETANKINPITANDBAOKFILLWITHPEAG~VEL. 7. INSTALL ONE NEW TURBINE ENCLOSURE ON COLLAR.  8. SAW CUT PIPING TRENCH IN EXISTING CONCRETE WAL~AY. TANK REPLACEMENT I * LOCAT,ON OF .~W 5~ 0. ,NSTALL NEW FUEL O,L SUPPLY ANU RETURN .,p. Ne I ~ FUEL 0IL STORAGE TNK I 10.INSTALL 36" DIA CORRUGATED PiPE ON THE OTHER MANWAY.  ~ ~ 11'INSTALL ALARM PANEL AND SENSORS AS INDICATED IN D~WINGS. 12. FORM AND POUR NEW REINFORCED CONCRETE TANK MAT, -- -- ~ ~ ~ -- ¢ ~ 13. REPAIR ASPHALT AT EDGES OF TANK MAT AS NEEDED, / ~%~ 14'RESTORE CONCRETE WALK WAY WHERE TANK WAS REMOVED. MATCH EXISTING CONCRETE / % ~ THICKNESS. I ~ ~ ~.~. s~. I ~ 1 LEGEND WATER TABLE INFORHATION ~ //( ~ EXST'6 PLANT~GS PRODUCT LINES ¢tESEL ELEVATION OF LAND SURFACE; ~.08 FT // ~ / ~ X w,,,, ,,,v,c~ --w--w---w-- ~-- L" ~. I ~ SAN{TARY SEWER (SITE) ~N SOURCE FOR INFORNATION ON LAN9 SUBFACE ELEVATION WAS ~ TOWN OF SOUT~ OLD TELEPHONE POLE ~ OBTAINED FROM GOOGLE EARTH INFORMATION ON WATER TABLE I EXST'G FUEL O~b E ~ ~ ELEVATION WAS PROVIDED BY SUFFOLR COUNTY WATER RESOURCES ~ ~ TOWN HALU UN,T A~D USGS WELL DATA, SUFFOL, COUNTY WELL ,ES,eNAT,ON , STORAGE ' Fnwronmenf l ELECTRIC SERVICE -- -- i -- -- E NUMBERB S 167B0,1 WAS USED ALONG WITH THE USGS LONG ISLAND U Inc. ~ WATER TABLE WEB SITE, ~ TO BE REPLACED / ~ ~ ~ ~o. WE~~ / I ~ ~ 445-- ~'¢BROOK AVENUE, DEER PARK ~ O~ THE ~A~IT*L 0~ BA~ S"E. ' ~ ~ I ~ 0 NEW YORK 11729 (631)586-4900 k / ~ SC TAX MAP: 1000 61.00 0200 11.00 & 12.00 ~ ~ --__- --~ ~ XTRN INDEX TO D~WINGS WATER METER BOX 0 FLOOD PLAIN NOTE: I FRMR THE SITE IS LOCATED IN FLOOD PLAIN X WHICH DOES NOT CARRY A UTILITY POLE .L*,~*,~O ~,,~.O,~,.*S,~US,~,~T,,,,.*. CAPITAL ONE~___ [ ~ TO GROUND BANK BLDG ....... ~ A-I NEW TANK LAYOUT AND EQUIPMENT LIST ~ ' T-I TANK DETAILS C,M.U. CONCRETE MASONRY UNIT NO , ~ NUMBER ~ I , I COL COLUMN N T.S. NOT TO SCALE ~ ~cf SUFFOLK COUN~ OEPARTMENT OF HE~TH SERVICES CONC. CONCRETE O.C ON CENTER~.~ ¢'~ ~ TO CONSTRUCT SCDHS JOB CDT. CONDUIT O,D. OUTSIDE DIAHETER ~ ~ ~ ._~ BUREAU OF ENVI~NMENTAL ENGINEERING BLAH. DIAHETER OVHB. OVERHEAD ~I ~ ,., II ~ ..~ ,%~ ~ ~ DW DOUBLE WALLED P,V.C. POLYVINYL CHLORIDE o I I ',,"'..' , ~, N~W~¢~, APPROV~ DWG. DRAWING REINF. REINFORCING .. : ~ I // ~] .~ ~ -h~ These plans and specification have been reviewed ELECT. ELECTRICAL, ELECTRIC SECT. SECTION ~ '* ; ~ -~ I ~ o ~ EL., ELEV. ELEVATION SPEC. SPECIFICATION/ I %, E % ''/ ~ ~ ~ / ..:~/ submittal by the a~plicant, This approval to constru~ s,.. '",. '"" EXG. EXISTING ST. STL. STAINLESS STEEL .......... - ExGra~ Da~ EXT. EXTERIOR SW SINGLE WALLED ' --- FTC FOOTING THK. THICK C 0 N C R E T S I B E W A L K ~ C 0 N C R E T S I D E W A L K ~ ~ ~ , FLR. FLOOR TYP. TYPICAL ALEXANDER M, SANTINO, P.E R~IEW ENG~EER FPP FIBERGLASS REINFORCE PLAST,C U.L UNDERWR,TERS LABS ~ LIC, NO. NYS 580~5 Chds Wong HIS OEAWIN6 IS THE m~pEETy OF Ass't ~blic Health Engineer GA, GAUGE VR VAPOR RECOVERY / ~ / ~ ~ BRESL~ ENGiNGER;N6 p 6 ~D ~y GWT GROUND WATER TABLE W.W.H. WELDED WIRE MESH oR DETAILS CONTAINED HEREIN WlTHOU~ I.D. INSIDE DIAMETER ~E~'SS~O~ ~S DRAWING TITLE MAIN STREET (NYS RTE 25) I 1 "=2o' NEW 5,000 GALLON DW FRP NO. E FUEL OIL NEW 5,500 PS1 @ 28 DAY REINFORCED CONCRETE TANK MAT 2" DIA VENT TO BE SECURELY ATTACHED TO THE RED BRICK BLDG WALL (SEE DETAIL ON T-I) Il NOTE: MECHANICAL ROOM AND BOILERS ARE LOCATED IN THE BASEMENT, STAIR WAY TO BASEMENT LIES ABOVE THE BOILER ROOM, OMNTEC LIPD2 PANEL 18' RETURN LINE SANITARy LEACHING POOL MECHANICAL ROOM CONNECT TO EXST'G SUPPLY AND RETURN LINES IN BSMNT BOILER ROOM BOILERS SEE WALL PENETRAT i N DETAIL THIS GWG OUTLINE OF REMOVED TANK TANK LAYOUT AND PROPOSED PIPING INSTALLATION EXTERIOR SIDE OF CONCRETE FOUNDATION WALL FUEL OIL PIPING NOTE: I'HE FUEL OIL SUPPLY AND RETURN PIPING THAT CONNECT TO THE TWO BOILERS RUN ALONG THE NECH EQUIP ROOM CEILING UNTIL THEY ARE TO EXiT THE HECR EQUIP ROOM AT THAT POINT, THE PIPING RUNS DOWN THE WALL TOWARD TIlE FLOOR AND THEN CONNECTS UP TO THE BOILERS LOCATED IN AN ADJACENT ROOM EXST'G DBE CLEAN OUT HOUSE TRAP RUN NEAR CEILING OF MECH EQUIP RM CONNECT TO EXST'G FUEL OIL SUPPLY AND RETURN PIPING IN BASEMENT MECH EQUIP RM E"-IN-E" DIA DW FRP FUEL OIL SUPPLY PIPE &" DIA SCH ~0 GALV STEEL PiPE SLEEVE (TYP 2) ELECTRIC pANELS 'OEXST'G FUEL OIL SUPPLY AND RETURN PIPING IN BASEMENT MECH EQUIP RM EXST'G F,O SUPPLY PIPE RUN CLOSE TO MECH EQUIP ROOM CEILING EXST'G F,O, SUPPLY PIPE RUN CLOSE TO MECH EQUIP CEILING NOTE I; THE FUEL OiL RETURN PIPING MAY BE P DIA STEEL PIPE.THE CONTRACTOR IS TO CHECK ALL PIPING SIZEG PRIOR TO INSTALLING THE RETURN PIPING, THE CONTRACTOR IS TO MATCH EXISTING PIPE SIZES IN THE NECH EQUIP ROOH. EXST'G F.O, RETURN PIPING RUN CLOSE TO MECB EQUIP ROOM CEILING -- BELL X THRO'D FRP TO STEEL PIPE ADAPTER, 2" DIA W/AIR VALVE TO BE PULLED BACK AFTER AIR TESTING OF CONTAINMENT PiPE ELEVATION PLAN VIEVV PIPE PENETRATION DETAIL EQUIPHENT LIST iTEM DESCRIPTION MANUFACTURER 8, MODEL NO. ITEM DESCRIPTION MANUFACTURER & MODEL NO. :ILL SPILL CONTAINMENT BUCKET, 5 GAL ~p, 2" DgA STL FPT COUPLER, WI DRAIN TURBINE ENCLOSURE pIpING SUMP, -".ONTAINNENT SOLUTIONS, INC, =LEX ENTRY BOOT FI 3" DIA FIB ERGLA~S DIVERSIFIED PRODUCTS MNFG, IRC, APl PRODUCT CODE FILL PORT LEGEND FILL PORT LEGEND Fenle§ & Ni ol Envirofi-mental, Inc. 445 BROOK AVENUE, DEER PARK NEW YORK 11729 (631)586-4900 LIC, NO, NYS 58025 APPROVAL STAMP t1¼12-0~/5 ,. qss't Publio Health Engineer DRAWING TITLE TANK LAYOUT AND EQUIPMENT LIST UJ DWG. NO. A-1 DATE: I 06. 8.08 ISCALE: I ":10'I 8r_ 22' FLGD. M~NWAY WAII~RllGHT TA~K SUMP COLLAR 4" ANNULAR SP~E Fll;. (HILLSIDE) SHELL CODES: 2-E8DO4SD NOTES: [] HOLD DOWN STRAP CUP ~ · HOLD DOWN STRAP LOCATION D TYPE '13' LIFT LUG - SD m TYPE '13' LIFT LUG - HD Order Product ~:--C°de: 1~ 8D05SD361 Activ,Qty: Date: 12/03/091 DWT-6 TYPE Il (8')-5000 ~8/25/08 MCINDO0 ASSOCIATES R.MOEN j I niMNMENT x'~4'947 ~ $OLUTIOI~ 2950/3600 12354.DWG NOTE h THE NEW REINFORCED CONCRETE TANK MAT SHALL BE 5,5D0 PSi CONCRETE AT 28 DAYS STRENGTH AND SHALL BE REINFORCED W~TH 6X5 WELDED WIRE NESH PLACED NIDWAY AT SLAB DEPTH. MINIMUM CONCR~TE COVER aVER THE REINFORCING MESH SHALL BE 5' NOTE 2: ALL LEAK DETECTION SENSORS WITHIN PIPING SUMPS SHALL BE SECURELY FASTENED IN PLACE AN(} SHALL BE SET NO MORE THAN ll2' ABOVE PIPING SUMPS IS PROHIBITED, NOTE ~: NOT~ a: NOTE 6 NEW ~" THICK REINFORCED CONCRETE TANK MAT EXTENDING NIN 2' EDGE OF NEW TANK (SEE NOTE I1 NOTE 7 THE TOP EDGE OF THE FIPNG SUMP SHALL TERMINATE AT A POINT THAT IS HIGHER THAN THE MANWAY SKIRT AND SHALL MAINTAIN A MIN OF ~' CLEARANCE BETWEEN THE MANWAY SKIRT AND THE COLLAR OF THE PIPING SUHP, THE MANWAY SKIRT SHALL ~E A MINIMUM OF ~' IN DIAMETER LARGER THAN THAT OF THE PIPING SUMP COLLAR FILL PORT NOTES~ 2" DIA GALV fiTL< SUCT~0N L~NE 20'-9" 2" DIA OR A' DIA FILL PORT (SEE NOTE 6 AND FiLL PORT NOTES) HOSE MASTER "FIREBHIELD' 2" DIA FLEX CONNECTOR PER NFPA 7D (NEC) FRP RETURN PIPING ~' DIA GALV STEEL RISER F1 DEFLECTION PORT (SEE NOTE ~) MANHOLE COVER AND FRAME ASS Y, 58 PlA, FAIRF~ELD~NDUSTRIBS, INC 56" DIA CORRUGATED STBEL PIPE W/ FOAH BOTTOM EDGE TO PROTECTTHEFRPSHELL ~" DIA DROP TUBE FILL PIPE (BEE NOTE 6) FACTORY{NSTALLED IMPACT PLATES BENEATH AiL TANK OPENINGS LIQUID D~SCR~MINATING ANNULAR SPACE SENSOR OMNTEC MOD, NO. PDWF ELEVATION - NEW 5,OOO GALLON FUEL OIL TANK SCALE: 3/8 = 1 - 0 20'-9" Jl 22"' DIA MANWAY W/ SOLID COVER FITTED WITH 5--A" DIA BUNGS il NEW 36" DIA CORRUGATED PIPE IN LIEU OF PIPING SUMP SPARE NEW 8"THK REINFORCED CONCRETE TANK MAT NEW ~ PIPING SUMP ON MOUNTING COLLAR RETURN t NEW 5,O00 GALLON DW FRF STORAGE FOR FUEL OIL STORATE PLAN VIEW - NEW 5,OOO GALLON FUEL OIL TANK SCALE: 3/8" = 1' - 0" LIMIT OF EXCAVATION MINIMUM SEPARATION BTWN TANK SHELL AND BLOBS OF EXCAVATION NEW 8" THICK REINFORCED CONCPETE TANK SLAB TO EXTEND ~' BEYOND TANK EDGE (SEE TANK DETAILS FOR DIMENSIONS) PITCH REINFORCED CONCRETE TANK HAT AWAY F~OM MANHOLE COVERS AT A MIN OF I/8"RER FOOT kiN 2" MIN PATCH ASPHALT AS NEEDED AT THE EDGES OF THE CONC TANK MAT 50" HIN BURY DEPTH LIMIT OF TANK EXCAVATION MIN SEPARATION DISTANCE 18" BTWN TANK SHELL AND EDGE OF EXCAVATION PEA GRAVEL BACKFILL TO UNDERSIDE OF NEW CONCRETE TANK MAT THAT MEETS ASTM C-~5 SPEC 12 TANK EXCAVATION NOTE: THE CONTRACTOR WILL USE A TRENCH BOX TO PREVENT THE WALLS OF EXCAVATION FROM CAVING INTO THE TANK PIT. OSHA SAFETY RULES APPLY. NOTE A: THE HEIGHT OF THE PIPING SUMPS SHALL DEPEND ON THE INSTALLATION DEPTH, THE SUMP HEIGHT WILL NOT BE LESS THAN 2A"INORDER TO MAINTAIN MIN BURIAL DEPTH NOTE ~: THE DEPTH TO THE GROUNDWATER TABLE INDICATES THAT GROUNDWATER W~LL NOT IMPEDE THE SETTING AND BEDDING OF THE TANKS. TANK BED EXCAVATION DETAIL NOT TO SCALE TANK INSTALLATION NOTES A, GENERAL. E PROPER INSTALLATION OF A DOUBLE WALLED F~BERGLASS TANK IS CRITICAL. DOUBLE WALLED FIBERGLASS TANKS MUST BE INSTALLED BY A MANUFACTURER'S CERTIFIED TANK INSTALLER WHO HAS THE COMPETENCE, EQUIPMENT AND EXPERIENCE TO SUCCESSFULLY COMPLETE A QUALITY INSTALLATION, PROPER INSTALLATION OF EACH TANK IS ESSENTIAL TO ENSURE THE SASFEY OF ALL THE INDIVIDUALS INVOLVED IN THE TANK INSTALLATION, TO PREVENT TANK DAMAGE AND OR FAILURE LEADING TO PRODUCT LOSS AND SUBSEQUENT ENVIRONMENTAL DAMAGE AND TO VALIDATE THE TANK STRUCTURAL WARRATY FOR UNDERGROUND PETROLEUM STORAGE TANKS. S, FIBERGLASS TANKS MUST BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND NFPA 50 AND 51. ANY VARIANCES TO~ OR DEVIATIONS FROM THE PUBLISHED INSTALLATION INSTRUCTIONS MUSS BE APPROVED BY THE TANK MANUFACTURER IN WRITING PRICE TO INSTALLATION. 5, THIS TANK INSTALLATION IS GOVERNED BY OTHER CODES, SPECIFICALLY ARTICLE lb OF THE SUFFOLK COUNTY SANITARY CODE AND ANY STANDARDS AND/OR GUIDELINES PUBLISHED PURSUANT TO THIS REGULATION AND NYS DEC PETROLEUM BULK STCRAGE REGULATIONS, SPECIFICALLY 6 NYCRR PART BI&. B, WARRANTY ACTIVATION TO ACTIVATE THE TANK'S SO-YEAR STRUCTURAL WARRANTY FOR UNDERGROUND PETROLEUM STORAGE, THE PUBLISHED INSTALLATION INSTRUCTIONS MUST BE FOLLOWED. B. THE INSTALLATION CHECKLIST (CONTAINMENT SOLUTIONS LIST NO INST Boo~) MUST BE PROPERLY COMPLETED, SIGNED BY THE INSTALLING CONTRACTOR'S REPRESENTATIVE AND THE TANK OWNER'S REPRESENTATIVE, S THE INSTALLATION CHECKLIST MUST BE RETAINED BY THE TANK OWNER AND/OR INSTALLING CONTRACTOR TO VALIDATE ANY FUTURE WARRANTY CLAIM C, HANSLING AND PREPARATION I, THE TANK OWNER IS REPSONSIBLE FOR RIGGING, UNLOADING AND SECURING THE TANK. 2, ALL FIBERGLASS TANKS MUST BE MECHANICALLY UNLOADED, THEY MAY NOT BE SELF UNLOADED BY THE DELIVERY TRUCK DRIVER, B. TEMPORARY STORAGE OF THE TANKS AT THE JOB SITE REQUIRE THAT THE TANKS BE PLACED ON SMOOTH GROUND WITH NO PROTRUDING ROCKS OR HARD OBJECTS THAT MAY PUNCTURE OR DAMAGE THE TANK SHELL. A,THE TANKS MUST BE CHOCKED WITH SANDBAGS. 5,TIE THE TANKS DOWN IN HIGH WIND CONDITIONS TO PREVENT THE TANKS FROM SHIFTING OR OTHERWISE OAMASED. E WHEN THE TANK MUST BE ROLLED FOR AIR/SOAP TEST, ROLL ONLY ON SHIPPING PADS OR SMOOTH SURFACE AND ENSURE THE FITTINGS AND COLLARS DO NOT COME IN CONTACT WITH THE GROUND, 7, IN FREEZING CONDITIONS, PROTECT COLLARS FROM WATER ACCUMULATION, FREEZING WATER MAY CAUSE FREEZE DAMAGE. USE ONLY LIFTING EQUIPMENT TO MOVE TANKS, LIFT TANK USING ALL LIFT LUGS PROVIDED ON THE TANK, NO SHORTCUTS SHOULD SE TAKEN g DO NOT USE CHAINS OR CABLES AROUND TANKS AS THIS COULD DAMAGE THE SHELL EXTERIOR, D, sea AND BACKFILL THE USE OF APPROVED BACKFILL MATERIAL IS CRITICAL TO LONG TERM TANK PERFORMANCE, FAILURE TO USE APPROVED BACKFILL MAY RESULT IN TANK DAHAGE, B, REPLAEE ALL EXCAVATED NATIVE SOIL WITH APPROVED BACKFILL OF PROPER SIZE ANO GRADATION, USE BACKFILL WHICH MEETS ASTM C-SS FOR QUALITY AND SOUNDNESS. REQUIRE THAT BACKFILL SUPPLIER CERTIFY THAT THE BACKFILL MATERIAL MEETS THIS SPECIFICATION &KEEP BACKFILL DRY AND FREE OF ]CE IN FREEZING CONDITIONS, 5,USE ONLY PEA GRAVEL OR CRUSHED STONE, B, PEA GRAVEL MUST CONSIST OF CLEAN, NATURALLY-ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZES OF NOT LESS THAN I/S" OR MORE THAN 3/A" IN DIAMETER. 7, FOR PEA GRAVEL, NO MORE THAN 5% MAY PASS THE #B SIEVE AND DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 LBS/FT~, S. CRUSHED STONE OR CRUSHED GRAVEL MUST BE WASHED WITH ANGULAR PARTICLE SIZE NOT LESS THAN I /8" OR MORE THAN FOR CRUSHED STONE OR CRUSHED GRAVEL, NO MORE THAN 5% MAY PASS THE #S SIEVE AND DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 LBS/FT~. IS. DO NOT MIX APPROVED BACKFILL WITH SAND OR NATIVE SOIL OR BACKFILL TANKS WITH SAND OR NATIVE SOIL. PRE-INSTALLATION TESTING IMPORTANTI DO NOT PRESSURIZE TANKS OVER 5 PSIS SINCE TANK DAMAGE OR PHYSICAL INJURY CAN RESULT. A VISUAL AIR/SOAP TEST IS TO BE PERFORMED ON ALL TANKS PRIOR TO INSTALLATION SWARN WEATHER SOAP SOLUTION - 5 SALONS OF WATER WITH § OUNCES OF HOUSEHOLD DISBWABHING DETERGENT A, FREEZING CONDITIONS SOAP SOLUTION - SUBSTITUTE I GALLON OF AUTOMOTIVE WINDSHIELD WASHER SOLUTION FOR I GALLON OF WATER. B. COVER ENTIRE TANK OUTER SURFACE WITH SOAP SOLLUTION (EXCEPT DOUBLE WALLED TANKS WITH LIQUID FILLED ANNULAR SPACE). COVER FITTINGS WiTH SOAP SOLUTION AND CAREFULLY INSPECT FOR LEAKS AS INDICATED BY THE FORMATION OF BUBBLES. F. SIZE OF TANK EXCAVATION TANKS THAT HAVE ARE A' TO 10' IN SIAHETER REQUIRE THAT A MINIMUM OF 18" OR PREFERRABLE Z&' SPACING BE MAINTAINED BETWEEN ADJACENT TANKS AND BETWEEN THE SIDE WALLS AND END WALLS OF THE EXCAVATION IF TANKS ARE TO BE ANCHORED, A MINIMUM CLEARANCE OF 2~" BETWEEN TANKS IS REQUIRED, S UNDERWRITERS LABORATORY (UL) SPECIFIES THAT THE DEPTH OF COVER OVER A FIBERGLASS TANK CANNOT EXCEED 7 FT, EXCAVATION MUST BE DEEP ENOUGH TO ALLOW THE TANKS TO BE BEDDED WITH A MINIMUM Of J2" OF PEA GRAVEL OR CRUSHED STONE AND A MINIMUM COVER OF 2&" OR lb" OF BACKFILL PLUS A" OF REINFORCED CONCRETE, ~, CONCRETE TANK MAT MUST EXTEND A MINIMUM OF 12" BEYOND THB TANK PERIHETER IN ALL DIRECTIONS. G. FILTER FABRIC I. FILTER FABRIC ALLOWS THE PASSAGE OF WATER BUT HELPS PREVENT THE MIGRATION OF GRAVEL BACKFILL INTO NATIVE SOILS AND HELPS MAINTAIN THE iNTEGRITY AND STABILITY OF BACKFILL MATERIALS, 2. FILTER FABRIC iS REQUIRED IN AREAS SUBJECT TO TIDAL CONDITIONS, AREAS SUBJECTED TO FREQUENTLY CHANGING GROUND WATER LEVELS, TANK INSTALLATION IN UNSTABLE SOILS SUCH AS MUCK OR BOG AND IN WATER CONDTJONS WITH SILTY SOIL 5. THE TANK EXCAVATION SHALL BE LINED WITH FILTER FABRIC ON THE SIDES AND BOTTOM, &, FILTER FABRIC PANELS WILL OVERLAP ADJOINING PANELS A MINIMUM OF vironmental, Inc. 445 BROOK AVENUE, DEER PARK NEW YORK 11729 (631)586-4900 APPROVAL STAMP ALEXANDER M, SANTINO, P.E. LIC. NO. NYS 58025 HIII12-07 5 Chds Wong Ass't F~bllc Hearth Engineer Iii DRAWING TITLE DWG, NO. TANK AND PIPING DETAILS DATE: J 02,10.12 I SCALE: I AS NOTED IN DETAILS I T-1 FgEX ENTRY SOOT FI 3" FRP PIPE TANK ENTRY FITTING FOR ELECTRICAL CONDUIT UJ Z OMNTECPDSLEAKDETECTION SENSOR ELEMENT (SEE NOTE ~' D~A BELt X THRF~ STL TO FRP AD~TER "WET" PIPING SUMP LAY OUt SCALE: 3/4" = 1'-O" -- VET CAP FOR NON VAPOR RECOVERY INSTALLATION ALARM PANEL W/ AUDIBLE AND VISUAL ALARM CAPABILITIES OMNTEC MOD. NO. LIPDG , PIPE SUPPORT BRACKETS THE VENT RISER SHALL BE SECURELY FASTENED TO THE ~' DIA FRP VENT LINE TANK EXPLOSION pROOF J-BOX FOR ELA~SIDIVISONI ENVIRONMENTS ASPER NEC "DRY" SUMP PIPING LAY OUT SCALE: 3/4" = 1'-0" CAUTION WHENALARHBEL- ~OUNDS, TANK FILLEO TO CAPACITY DO NOT OVERFILL WARNING SIGN TO BE POSTED NEAR ALARM RED BRICK WALL OF THE BLDG E' DIA GALV STEEL PIPE VENT LINE TRANSITION FROM FIBERGLASS PIPING TO GALVANIZED TO BE WRAPPED WITH BM TEMFLER TAPE. VENT PIPE NOTE: ~l' FRP VENT PIPING SHALL BE SLOPED A MIN OF I/B' PER FT. BACK TO TANKS NOTE I. STEEL VENT PIPING LOCATED BELOW GRADE SHALL BE WRAPPED WITH BM TEMFLEX TAPE TO PROTECT AGAINST CORROSION. S, PIPE RISER SHALL BE SECURELY FASTENED TO WALL ELEVATION - VENT RISER PIPING NO F TO SEALE BACKFILL TRENCH AND '.'.. ;..~ ~;, BACK FILL 6" MIN BED PIPING WITH 6~l MIN SiDE OF TRENCH PEA GRAVEL / Z" ~N 5" DW FRP PIPE J SMITH FISERCAST 1 RED THREAD II PIPE FOR BOTH SUPPLY AND RETURN PIPING NOTE h UNDISTURBED EARTH z,," MIN SEPERATION PEA GRAVEL USED FOR BEDDING AND BACKFILL SHALL MEET ASTM C-B5 SPECIFICATION. NOTE E,: ALL PRODUCT PIPING SHALL SLOPE BACK TO THE TOP OF THE TANK AT A MINIMUM GRADE OF I/8" PER FOOT OF PIPE RUN. NOTE 3: MAINTAIN ALL SEPARATION DISTANCES AS SHOWN IN THIS DETAIL. TYPICal PIPING TRENCH DETAIL PIPING SUMP WALL PITCH PIPE BACK TO PIPING SUMP / E'I-]N'~" DW FRP PRODUCT PIPINg OUTSIDE rNSIDE SUMP SUMP NOTES: I, THE PRODUCT PIPING SHALL BE PITCHED BACK TO THE PIPING SUMP AT A HIM SLOPE OF I/B" PER FOOT. E. THE AIR TEST BOOT SHALL BE PULLED SACK AFTER COHPLETION OF THE AIR TEST OF THE SECONDARY OR CONTAINMENT PIPE. 5. THE PRIMARY FIBERGLASS PIPE SHALL NOT EXTEND INTO THE PIPING SUMP MORE THAN IE" BEFORE BEING CHANGED TO GALVANIZED STEEL PIPE. DETAIL - 2"-IN-3" DW FRP PIPE SUMP ENTRY NOT TO SE,4LE FLEX ENTRY BOOT DPM PROD. NO. U8S~3.6 SELL FIBERGLASS TO STEEL PIPE ADAPTER -- EST BOOT DPM PROD. NO. URS.5X2.A PIPING AND DISPENSER SUMP NOTES A GENERAL I. THE TURBINE ENCLOSURE (PIPING SUMP) PROVFDES A HOUSING FOR A SUBMERSIBLE PUMP, TERMINATION POINT FOR DOUBLE WALLED PIPING AND AN ACCESS TO FITTINGS OR ACCESSORIES ON THE TANK TOP. E THE TURBINE ENCLOSURE IS CONSTRUCTED OF FIBERGLASS REINFORCED PLASTIC (FRP), A PROVEN MATERIAL FOR LONG-TERM PERFORMANCE, THE RIGID FRP CONSTRUCTION DOES NOT DEFORM DURING OR AFTER INSTALLATION, B, THE TURBINE ENCLOSURE IS SUPPLIED WITH NON-SEALED~ WATERTIGHT OR SEALED FRP TOPS. &. THE WATERIGHT TURBINE ENCLOSURE iNCLUDES A PUSH-ON LID WITH O-RING SEAL AND PROVIDES A WATERTIGHT SEAL WITH THE WATER LEVEL A MAXIMUM OF IE" ABOVE THE TOP OF THE LID. 5. THE TURBINE ENCLOSURE MUST BE MOUNTED TO A SECONDARY CONTAINHENT COLLAR ON THE TANK TOP E IN THE EVENT OF AN ACCIDENTAL SPILL OR LEAK FROM THE PRIMARY PIPING, THE SPILLED PRODUCT WILL DRAIN THROUGH THE SECONDARY OR CONTAINMENT PIPE TO THE TURBINE ENCLOSURE AND ACCUMULATE IN THE SECONDARY CONTAINMENT COLLAR AND TURBINE ENCLOSURE THE LEAK DETECTION PROSE INSTALLED IN THE TURBINE ENCLOSURE WILL DETECT THE SPILLED PRODUCT AND TRANSMIT AN ELECTRICAL SIGNAL BACK TO THE ALARM CONTROL PANEL THAT SOUNDS AN AUDIBLE AND VISUAL WARNING SIGNAL, 7, AN ADHESIVE KIT IS SUPPLIED WITH EACH TURBINE ENCLOSURE TO ATTACH IT TO THE SECONDARY CONTAINHENT COLLAR AT THE JOBSiTE. SEALING THE GOLLAR/TURBINE ENCLOSURE SEAM PREVENTS THE INGRESS OR EGRESS OF WATER OR FUEL FROM THE TURBINE OR PIPING SUMP ENCLOSURE. 8, THE TURBINE ENCLOSURE/PIPING SUMP SHALL BE SEALED TO THE CONTAINMENT COLLAR BY HEANS OF AN ADHES,IVE KIT SUPPLIRD BY THE TANK MANUFACTURER. PIPING NOTES A. PRODUCT PIPING I. THE INSTALLATION AND PLACEMENT OF PIPING SHALL CONFORM WITH NFPA #B0, BOA, NYS SEC REGULATIONS, SCDHS INSTALLATION GUIDELINRS AND GOOD INDUSTRY PRACTICE E, FIBERGLASS PIPING AND FITTINGS SHALL BE LISTED WITH UNDERWRITERS LABORATORY AND SHALL BE COMPATIBLE WITH THE PRODUCTS TO BE STORED IN THE TANKS. 5. ALL PRODUCT PIPING SHALL BE E' DIAMETER FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN ENGINEER. ALL CONTAINMENT OR SECONDARY PIPING SHALL BE B" FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN ENGINEER, VENT AND VAPOR RECOVERY PIPING SHALL BE E" DIAMETER FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN ENGINEER B FIBERGLASS PIPE SHALL BE EITHER RED THREAD II AS MANUFACTURED BY SMITH FIBERCAST, ALL PIPE SHALL BE ASSEMBLED USING THE MANUFACTURER'S SPECIFIED FITTINGS AND GLUED TOGETHER WITH ALCOHOL COMPATIBLE ADHESIVE SYSTEMS, 8. SPECIAL INSTALLATION PROCEDURES MAY SE REQUIRED WHEN INSTALLING FITTINGS AND COUPLINGS IN COLD WEATHER. HANUFACTURER'S INSTRUCTIONS MUST BE FOLLOWED WITH COLD WEATHER INSTALLATIONS. 9 PRODUCT SUBSTITUTIONS CAN ONLY SE MADE BETWEEN APPROVED PIPING SYSTEMS AND ONLY WITH THE APPROVAL Of THE AGENCY HAVING JURISDICTION AND THE STORAGE FACILITY DWNER. lO, RESERVED B. iNSTALLATION I. ALL FIBERGLASS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S iNSTALLATION INSTRUCTIONS. MIXING AND HATCHING DIFFERENT SYSTEM COMPONENTS FROM DIFFERENT MANUFACTURERS IS STRICTLY PROHIBITED. FIBERGLASS PIPING THAT IS INSTALLED BELOW GROUND SHALL BE SITUATED WITHIN A TRENCH THAT WILL PROVIDE SOUND SUPPORT AND PROTECT THE PIPING FROM VEHICULAR DAMAGE, EROSION OF BEDDING AND BACKFILL MATERIAL, FLOATATION IN HIGH GROUNDWATER CONDITIONS AND HISALIGNHENT OF SYSTEH COMPONENTS OVER TIME. THE MINIMUM BURIAL DEPTH SHALL ALEXANDER H. SANTrNO, P,E. LIC, NO. NYS 58025 vironmental, Inc. 445 BROOK AVENUE, DEER PARK NEW YORK 11729 (631)586-4900 S_T_AM_P_ HMI -O /5 Ass't Public Health Engineer APPROVAL ILl DRAWING TITLE DWG. NO. PIPING SUMP LAYOUT AND PIPING DETAILS P-1 DATE: 102.10.12 I SCALE: I AS NOTED IN DETAILS I TO GREENPORT > BANK SITE TO JAMESPORT KE.Y MAP PROJECT TITL E HEATING OIL STORAGE TANK REPLACEMENT LEGEND PRODUCT LINES U/G VENT LINES =ROPERTY LINES WATER SERVICE ---W---W----W-- SANITARY SEWER (SITE) -- -- SAN TELEPHONE POLE STORM WATER METER BOX ELEVWATERTASLEABOVESEALEVEL 05,50FT DEPTH TO WATER TABLE' EO ~E~-~'~ SOURCE FOR iNFORMATION ON LAND SURFACE ELEVATION WAS OBTAINED FROM GOOGLE EARTH, INFORMATION ON WATER TABLE ELEVATION WAS PROVIDED BY SUFFOLK COUNTY WATER RESOURCES UNIT ANQ USGS WELL DATA, SUFFOLK COUNTY WELL DESIGNATION NUMBERS S 1¢171~Q,I WAS USED ALONG WITH THE USGS LONG ISLAND WATER TABLE WEB SITE, THE WELL IS LOCATED APPRORIMATELY 2,516 FEET DIRECTLY WEST OF THE CAPITAL ONE BANK SITE, ~lTE PLAN NOTE' THE INFORMATION USED TO PREPARE THiS SITE PLAN WAS OBTAINED FROM A SURVEY COMPLETED BY THE FIRM OF RODERI£ VAN TWYL, P C THE SURVEY WAS REVISED ON OCTOBER 20, 1977, THE SURVEY DOCUMENTS WERE PROVIDED TO THE ENGINEER BY THE CONTRACTOR, FENLEY AND NICOL ENWRONMENTAL FLOOD PLAIN NOTE, THE SITE iS LOCATED IN FLOOD PLAIN X WHICH DOES NOT CARRY A FLOOD HAZARD. THIS INFORMATION WAS OBTAINED FROM FLOOD PLAIN MAP NO, 5~10~c01B~tl AS PUBLISHED BY THE FEMA LIST OF ABBREVIATIONS A.F.F. BLDG. BLK. BLS CM.U. COL CONC. CDT. DIAM. DW DWG, EA. ELECT. EL., ELEV. EXG. EXT. FTG. FLR. FRP GA. GWT ABOVE FINISHED FLOOR BUILDING BLOCK BELOW LAND SURFACE CONCRETE MASONRY UNIT COLUMN CONCRETE CONDUIT DIAMETER DOUBLE WALLED DRAWING EACH ELECTRICAL, ELECTRIC ELEVATION EXPANSION JOINT EXISTING EXTERtOR FOOTING FLOOR FIBERGLASS REINFORCE PLASTIC GAUGE 6ROUND WATER TABLE INSIDE DIAMETER MECH. MECHANICAL MIN. MINIMUM MFR. MANUFACTURER MW MONITORING WELL NO., # NUMBER N.T.S. NOT TO SCALE D.C. ON CENTER O.D. OUTSIDE DIAMETER OVHD. OVERHEAD P.V.C. POLYVINYL CHLORIDE REINF. REINFORCING REQ'D. REQUIRED SECT. SECTION SPEC. SPECIFICATION STL STEEL ST. STL. STAINLESS STEEL SW SINGLE WALLED THK. THICK TYP. TYPICAL U.L. UNDERWRITERS LABS VR VAPOR RECOVERY W.W.M. WELDED WIRE MESH MAIN ROAD & YOUNGS AVENUE, SOUTHOLD, N.Y. 25' 30'_'._E N _7!°_27 5o '._.E__ 173.32' I ~ LOCATION 2,000 50.99' OF GALLON ~ GASOLINE S~NGLE WALL STEEL AREA OF x~G / WORK /r EXST'G PLANTI~I~S // ~ "\\\ TOWN OF SOUT~OLD TOWN HALl/ I / / / / / / ? CAPITAL ONE BANK BLDG ELEC XTRN FRMR EXST'G FUEL OIL STORAGE TANK ~\TO BE REPLACED \ \ \ \ N \ ?' N ¢, ? r......' .__ _2 CONCRET SIIDEWALK CONC TSIDEWALK UTILITY POLE ~W/ ELEC SVC TO GROUND MAIN STREET (NYS RTE 25) GENERAL NOTES ALL WORK TO BE COMPLETED IN STRICT ACCORDANCE WI~ ALL APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES AND IN STRICT ACCORDANCE ',&']TH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. ALL EQUIPMENT, WHEN APPLICABLE. IS TO BE LISTED AND LABELLED BY UNDERWRITERS LABORATORIES, INC. FOR THE INTENDED PURPOSE OF THE EQUIPMENT. ALL MATERIAL SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. THE CONTRACTOR SHALL PROTECT All EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT. WIRING, CABLES AND APPURTENANCES AT NO COST TO THE U~ILITIES, OWNERS, OPERATORS, AUTHORITieS HAVING JURISDICTION AND THE ENGINEER OF RECORD, 5. THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING. STRUCTURES, PIPING, ETC. EITHER EXPOSED OR CONCEALED. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK, THE CONTRACTOR SHALL OBTAIN AND/OR VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT MAY AFFECT THE WORK ~. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT, DEVICES AND OTHER ITEMS. 7, ALL EQUIPMENT SHALL BE INSTALLED/PIPED/WIRED IN STRICT COMPLIANCE WiTH THE EQUIPMENTS MANUFACTURERS INSTALLATION INSTRUCTIONS. 8. A SIGN STATING "NO SMOKING WITHIN 50 FEET" SHALL BE POSTED IN THE VICINITY OF ALL MOTOR FUEL DISPENSING POINTS. 9. TANK FILLS SHALL BE COLOR CODED IN ACCORDANCE WITH THE AMERICAN PETROLEUM INSTITUTE'S SYSTEM OF IDENTIFICATION AS IMPLEMENTED BY LOCAL CODES. 10. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL AGENCIES HAVING JURISDICTION OVER THE WORK TO BE PERFORMED. 11. ALL PEA ORAVEL UTILIZED TO BED AND SUPPORT UNDERGROUND TANKS, PIPING, SUMPS AND OTHER BELOW GRADE STRUCTURES SHALL BE WASHED, FREE FLOW1NG AND CONFORM TO ASI~t C-33 PARA ga, SIZES 6 THROUGH 8. NO MORE THAN 5% SHALL PASS THROUGH A NO. 0 SIEVE. , 12. ALL WORK SHALL COMPLY WI~H THE DEPAR~ENT OF ENVIRONMENTAL CONSERVATION S PETROLEUM BULK STORAGE REGULATION 6 NYCRR PART 612-614. SCOPE OF WORK 1. REMOVE THE EXISTING 5,000 GALLON FUEL OIL TANK LOCATED IN THE CONCRETE WALK~VAY. 2. REMOVE ALL ASSOCIATED PIPING AND DISCONNECT PIPING JUST ON THE INSIDE OF THE FOUNDATION BASEMENT WALL 3 BACK FILL TANK EXCAVATION WITH CLEAN FILL. 4. EXCAVATE NEW TANK PIT IN DRIVEWAY AS SHOWN. B. BED EXCAVATION WITH A MIN OF 12~" PEA GRAVEL. EM 6. SET NEW 5,000 GALLON DW FRP FUEL OIL STORAGE TANK IN PIT AND BACK FILL WITH PEA GRAVEL. ~ 7. INSTALL ONE NEW TURBINE ENCLOSURE ON COLLAR. 8. SAW CUT PIPING TRENCH IN EXISTING CONCRETE WALKWAY. 9. INSTALL NEW FUEL OIL SUPPLY AND RETURN PIPING. ~.1~. 10 rNSTALL 36'" '"DIA CORRUGATED PIPE ON THE OTHER MANWAY. II.INSTALL ALARM PANEL AND SENSORS AS INDICATED IN DRAWINGS. 12. FORM AND POUR NEW REINFORCED CONCRETE TANK MAT 13. REPAIR ASPHALT AT EDGES OF TANK MAT AS NEEDED ~ 14 RESTORE CONCRETE WALK WAY WHERE TANK WAS REMOVED. MATCH EXISTING CONCRETE THICKNESS. ~0 15.CLEAN SITE. 77' AS-BUILT DRAWING F~i~n!e~l & ~icnl nvironmental, Inc. 445 BROOK AVENUE, DEER PARK NEW YORK 11729 (631)586-4900 SC TAX HAP: 1000 61.00 0200 11.00 & 12.00 INDEX TO DRAWINGS CV-I A-I T-I P-I TITLE PAGE W/ KEY HAP AND SITE PLAN NEW TANK LAYOUT AND EQUIPHENT LIST TANK DETAILS PIPING SUMP EQUIPHENT LAYOUT P.E. STAMP APPROVAL STAMP ~ X~WM C~. ~' ~Public Heallh E~in~ DRAWING TITLE PROJECT TITLE, KEY MAP AND SITE PLAN I SCALE: I 1":20' I DATE: I 01.27.12 DWG. NO. i CV-ll NEW 5,000 GALLON DW FRP NO, E FUEL NEW 3,500 PSI @ 28 REINFORCED CONCRETE TANK MAT EXST'G ASPHALT DRIVE WAY / 2" DIA VENT TO BE SECURELY ATTACHED TO THE RED BRICK BLDG WALL (SEE DETAIL ON T-I) NOTE. HECHANICAL ROOM AND EOILERS ARE LOCATED IN THE EASEMENT, STAIR WAY TO BASEMENT LiES ABOVE THE BOILER ROOM, ELECTRIC SERVICE PANELS WARNING SiGN OMNTEO LIPDE PANEL DBL C,O. SANIT, HOUSE TRAP MECHANICAL ROOM CONNECT TO EXST'6 SUPPLY AND RETURN LINES IN BSMNT BOILBR ROOM BO~LERS II SEE WALL PENETRATIOI~ DETAIL THIS DWG 18' OUTLINE OF REMOVED TAHK TANK LAYOUT AND PROPOSED PIPING INSTALLATION EXTERIOR SIDE OF CONCRETE FOUNDATION WALL FUEL OIL PIPING NOTE ~1~[ FUEL OIL SUPPLY AND RETURN PIPING THAT CONNECT TO THE EXST'G DBL CLEAN OUT HOUSE TRAP RUN NEAR CEILING OF MECH EQUIP RH CONNECT TO EXST'G FUEL OIL SUPPLY AND RETL~N PIPING IN BASEMENT MECH EQUIP RM FUEL OiL SUPFLY PIPE Z'-IN~5" D[A DW FRP FUEL OIL RETURN PIPE (SEE NOTE D ELECTRIC PANELS CONNECT TO EXST'G FUEL 0IL SUPPLY AND RETURN PIPING IN BASEMENT MECH EQUIP RM WEATHERPROOF CAULKING BTWN PIPE SLEEVE AND 3' DIA CONTAINMENT PIPE &" D~A SOB &O GALV STEEL PIPE SLEEVE [TYP ~) PLAN VIEW EXST'G F O. SUPFLY PIPE RUN CLOSE TO ME£H EQUIP CEILING NOTE I, THE FUEL OIL RETURN PIPING MAY BE I' DIA STEEL PIPE,THE CONTRACTOR IS TO CHECK ALL PIPING SIZES PRIOR TO INSTALLING TEE RETURN PIPING, THE CONTRACTOR IS TO MATCH EXISTING PIPE SIZES IN THE HECH EXST'G F,g, RETURN PIPING RUN CLOSE TO MECH EQUIP ROOM CEILING -- BELL X THRD'D FRP TO STEEL PIPE ADAPTER, 2' -- TEST SOOT W/ AIR VALVE TO BE PULLED BACK APTER AiR TESTING OF CONTAINMENT PIPE PIPE PENETRATION DETAIL NOT TO SCALE ELEVATION EQUIPMENT LIST ITEM DESCRIPTION MANUFACTURER & MODEL NO. ITEM DESCRIPTION MANUFACTURER & MODEL NO, CONTAINMENT SOLUTIONS, MOD NO, DWT~ ~fPE 11(8')-~0C~ FILL SPILL CONTAINMENT BUCKET, 5 GAL CAp, 2" DIA STL FPT COUPLER, WI DRAIN PORT FAIRFIELD INDUSTRIES, INC MOD NO, SC-5 APl PRODUCT CODE FILL PORT LEGEND FILL PORT LEGEND AS-BUILT DRAWING Fenley & icol Environmental, Inc. 445 BROOK AVENUE, DEER PARK NEW YORK 11729 (631)586-4900 APPROVAL STAMP ALEXANDER M. SANTINO, P.E LIC, NO, NYE 580E5 LU DATE: ] 06.18.08 DRAWING TITLE DWG. NO. TANK LAYOUT AND EQUIPMENT LIST SCALE: I 1" = 10' A-1 TANK INSTALLATION NOTES SHELL CODES: 2-EBD04SD i. PROPER INSTALLATION OF A DOUBLE WALLED FIBERGLASS TANK IS CRITICAL DOUBLE WALLED FIBERGLASS TANKS MUST /-'~2" CONTNNMENT COLLAR (2 1YE,) INSTALLED BY A MANUFACTURER'S CERTIFIED TANK INSTALLER WHO HAS THE COMPETENCE, EQUIPMENT AND EXPERIENCE 22' FLSD. klANWAY / o~ SUCCESSFULLY COMPLETE A QUALITY INSTALLATION. w/§-4= NET FTSS.~ 2. PROPER INSTALLATION OF EACH TANK IS ESSENTIAL TO ENSURE THE SASFEY OF ALL THE INDIVIDUALS INVOLVED IN THE (2 ~(~.)~° R ~ 20~ _C)" ~ TANK rNSTALLATION, TO PREVENT TANK DAMAGE AND OR FAILURE LEADING TO PRODUCT LOSS AND SUBSEQUENT ENVIRONMENTAL DAMAGE AND TO VALIDATE THE TANK STRUCTURAL WARRATY FOR UNDERGROUND PETROLEUM STORAGE NEW 36" DIA CORRUGATED STORAGE REGULATIONS, SPECIFICALLY J5 NYCRR PART · [ 2' ' ' ~ SUPPLY ~ 4' ANNULAR -(HILLSlDE) I ~ 23 4 5 u ~/s" I J, 1'-~o i/4" ~o'-1 1/4" 11 l/B" I I, ~B-V2' , ~(p. O. BED AND BAGKFILL m - I, THE USE OF APPROVED BACKFILL MATERIAL IS CRITICAL TO LONG TERM TANK PERFORMANCE. FAILURE TO USE APPROVED --3'-3 7/8' 10'-1 1/4' 3'-3 7/B"- I BACKFILL MAY RESULT IN TANK DAMAGE. ~ REPLACE ALL EXCAVATED NATIVE SOIL WITH APPROVED BACKFILL OF PROPER SIZE AND GRADATION USE BACKFILL WHICH · 18'-B' 2~ -- 3. REQUIRE THAT BACKFILL SUPPLIER CERTIFY THAT THE BACKFILL MATERIAL MEETS THIS SPECIFICATION. L_ KEEP BACKFILL DRY AND FREE OF ICE IN FREEZING CONDITIONS. 5. USE ONLY PEA GRAVEL OR CRUSHED STONE , AS- 3Ul - D RAW G L_ Environmental, Inc. 445 BROOK AVENUE, DEER PARK NEWYORK 11729 (631)586-4900 APPROVAL STAMP THE CONTRACTOR WILL USE A TRENCH BOX TO PREVENT THE WALLS OF EXCAVATION FROM CAVING INTO THE ~ ~ ~ ~ TANK PIT. OSHA SAFETY RULES APPLY. ,42 ~{~,~,, THE HEIGHT OF THE PIPING SUMPS SHALL NOTE B: '%,~ DEPEND ON THE INSTALLATION DEPTH· THE DEPTH TO THE GROUNDWATER TABLE INDICATES--,-~ THE SUMP HEIGHT WILL NOT BE LESS THAN THAT GROUNDWATER WILL NOT IP1PEDE THE SETTING ALEXANDER H~ SANTaNa, P.E. W' 2A" INORDER TO MAINTAIN MIN BURIAL DEPTH AND BEDDING OF THE TANKS. Uc NO, NYS 5so25 DRAWING TITLE DWG. NO. TANK BI:D fiXOAVATION DF:TAll NOT TO SCALE TANK AND PIPING DETAILS E. PEA GRAVEL MUST CONSIST OF CLEAN, NATURALLY-ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZES OF NOT LESS THAN I/8" OR MORE THAN PLA" IN DIAMETER. 7. FOR PEA GRAVEL, NO MORE THAN 5% MAY PASS THE #a SIEVE AND DRY GRAVEL DENSITY MUST BE A MINIMUM DF 95 LBS/FTa, II Active Date: 12/0~/0g¢¢ DWT-6 17PE II w z ....(nq-~nnn~/!'~8/26/08 P~NVIEW- NEW5,000GALLON FUEL OIL TANK ~. ,CRUSHED/~" IN SIze.STONE OR CRUSHED GRAVEL MUST BE WASHED WiTH ANGU~R PARTICLE SIZE NOT LESS THAN m /,' OR ~ORE THAN NOTES: Product Code: 8D05SD36 ~ ~ SCALE: ~/8": ~'- 0" 9' F~R~R~SHEDST~NE~RCRUSHEDGRA~EL'N~RETHAN5%~AYPASSTHE~BS[EVEAND~RYGRA~ELDENS~TYHUST~E ~ HOLD DOWN ~P CUP Order ~:. Oty: MCINDO0 ASSOCIATES R.MOEN A HINiHUH OF 95 LBS/ETS. ~ ~PE "13" LI~ LUG - SD Delive~ Date: Rep: ~ 4,947 PRE-INSTALLATION TESTING ~L~O~ 2950/3800 12354.DWG i IHPORTANTI DO NOT PRESSURIZE TANKS OVER 5 PS~G SINCE TANK DAMAGE OR PHYSICAL INJURY CAN RESULT. 2. A VISUAL AIR/SOAP TEST IS TO BE PERFORHED ON ALL TANKS PRIOR TO INSTALLATION, 5. WARH WEATHER SOAP SOLUTION - 5 SALONS OF WATER WITH 8 OUNCES OF HOUSEHOLD DISHWASHING DETERGENT. ~. FREEZING CONDITIONS SOAP SOLUTION ~ SUBSTITUTE I GALLON OF AUTOHOT~VE WINDSHIELD WASHER SOLUTION FOR I 5 COVER ENTIRE TANK OUTER SURFACE WITH SOAP SOLLUTION (EXCEPT DOUBLE WALLED TANKS WITH LIQUID FILLED ~NULAR SPACE). COVER FITTINGS WITH SOAP SOLUTION AND CAREFULLY INSPECT FOR LEA~S AS INdiCATED .y TH~ FO~NATION OF PITCH REINFORCED CONCRETE TANK F, SiZE OF TANK EXCAVATION NEW 8" THICK REINFORCED / HAT AWAY FROH HANHOLE COVERS AT A MIN OF I/8" PER FOOT TANKS THAT HAVE ARE 4' TO 10' IN DrAHETER REQUIRE THAT A MINIMUM OF lB" OR PREFERRABLE 2&" SPACING BE CONCRETE TANK SLAB TO MAINTAINED BETWEEN ADJACENT TANKS ~D BETWEEN THE SIDE WALLS AND END WALLS OF THE EXCAVATION, EXTEND BEYOND TANK EDGE CRUSHED STONE AND A MINIMUM COVER OF ~" OR I~" OF BACKFILL PLUS A" OF REINFORCED CONCRETE CLE ANCE OF THE CONC TANK ~¢~.c , ,, ,,,,. ~ ~ ~ .............. ~ ~ SOILS ARD HELPS MAINTAIN THE INTEGRITY AND STABILITY OF BACKFILL MATERIALS . .. , , . , ~) GROUND WATER LEVELS, TANK INSTALLATION IN UNSTABLE SOILS SUCH AS HUCK OR BOG AND ~N WATER CONDITIONS WITH ~ ~ ,' , ',' ~ ~J8" BTWNTANKSHELLANB ,A ~ '. ',,, 8 ~ ~ ~ EDGE OF EXCAVATION DATE: I 02.10.12 I SCALE: t AS NOTED IN DETAILS I DWT-6 17PE II (8')-5000 ~%8/26/08 MCINDO0 ASSOCIATES R.MOEN I N'rAINM{NT 4,947 ~L~O~ 2950/3a00 12354.DW~ TANK SCALE: 3/4": 1'- 0" LLI rY LU O IDa Z CAUTION WHEN ALARM BELL ~OUNDS, TANK FILLER TO CAPACITY DO NOT OVERFiLL WARNING SIGN TO BE POSTED NEAR ALARM CAP FOR NON VAPOR RECOVERY INSTALLATION ALARM PANEL W/ AUDIBLE AND VISUAL CAPABILITIES OMNTEC MOD. NO LIPDE PIPE SUPPORT BRACKETS THE VENT RISER SHALL BE SECURELY FASTENED TO THE RED BRICK WALL OF THE BLDG 2' DIA GALV STEEL PIPE VENT LINE TRANSITION FROM FIBERGLASS PIPING TO GALVANIZED TO BE WRAPPED WITH BM TEMFLEX TAPE. VENT PIPE NOTE: 2" FPP VENT PIPING SHALL BE SLOPED A MJN OF I/8" PER FT. BACK TO TANKS NOTE' I, STEEL VENT PIPING LOCATED BELOW GRADE SHALL SE WRAPPED W~TH BM TEMFLEK TAPE TO PROTECT AGAINST CORROSION, E. PIPE RISER SHALL BE SECURELY FASTENED TO WALL. ELEVATION - VENT RISER PIPING NOT PO SCALE z' PlA FPP VENT L~NE TANK "DRY" SUMP PIPING LAY OUT SCALE: 3/4" = 1%0" BACKFILL TRENCH AND RESEED W/ GRASS / -- WARNING TAPE PEA GF BACK FILL 6" MIN BED PIPING WITH 6" MIN PEA GRAVEL SIDE OF TRENCH UNDISTURBED E" IN ~" DW FPP PIPE / EARTH SMITH FIBERCAST RED THREAD II PIPE /~" MIN SEPERATION FOR BOTH SUPPLY AND RETURN PIPING NOTE I' PEA GRAVEL USED FOR BEDDING AND BACKFILL SHALL MEET ASTM C-33 SPECIFICATION. NOTE 2: ALL PRODUCT PIPING SHALL SLOPE BACK TO THE TOP OF THE TANK AT A MINIMUM GRADE OF I/8" PER FOOT OF PIPE RUN. NOTE 3: MAINTAIN ALL SEPARATION DISTANCES AS SHOWN IN THIS DETAIL. TYPICAL PIPING TRENCH DETAIL PIPING SUMP WALL PITCH PIPE SACK TO PIPING SUMP PRODUCT PIPING OUTSIDE INSIDE SUMP SUMP FLEX ENTRY BOOT DPM PROD. NO. UBS-3.O L FIBERGLASS TO STEEL PIPE ADAPTER DPM PROD. NO. URB.5X2,& PIPING NOTES PRODUCT PIPING THE INSTALLATION AND PLACEMENT OF PIPING SHALL CONFORM WITH NFPA #50, 50A, NYS DEC REGULATIONS, SCDHS INSTALLATION GUIDELINES AND GOOD INDUSTRY PRACTICE. FIBERGLASS PIPING AND FITTINGS SHALL BE LISTED WITH UNDERWRITERS LABORATORY AND SHALL BE COMPATIBLE WITH THE PRODUCTS TO BE STORED IN THE TANKS. 5. ALL PRODUCT PIPING SHALL BE B" DIAMETER FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN ENGINEER ALL CONTAINMENT OR SECONDARY PIPING SHALL BE E" FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN ENGINEER, §. VENT AND VAPOR RECOVERY PIPrNG SHALL BE 2' DIAMETER FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN ENGINEER. FIBERGLASS PJPE SHALL BE EITHER RED THREAD II AS MANUFACTURED BY SMITH FIBERCAST ALL PIPE SHALL BE ASSEMBLED USING THE MANUFACTURER'S SPECIFIED FITTINGS AND GLUED TOGETHER WITH ALCOHOL COMPATIBLE ADHESIVE SYSTEMS. SPECIAL INSTALLATION PROCEDURES MAY BE REQUIRED WHEN INSTALLING FITTINGS AND COUPLINGS IN COLD WEATHER. MANUFACTURER"S INSTRUCTIONS MUST BE FOLLOWED WITH COLD WEATHER INSTALLATIONS g PRODUCT SUBSTITUTIONS CAN ONLY BE MADE BETWEEN APPROVED PIPING SYSTEMS AND ONLY WITH THE APPROVAL OF THE AGENCY HAVING JURISDICTION AND THE STORAGE FACILITY OWNER RESERVED, NOTES: I. THE PRODUCT PIPING SHALL BE PITCHED BACK TO THE PIPING SUMP AT A HIN SLOPE OF 1/8" PER FOOT, B. THE AIR TEST BOOT SHALL BE PULLED BACK AFTER COMPLETION OF THE AIR TEST OF THE SECONDARY OR CONTAINMENT PIPE, 3. THE PRIMARY FIBERGLASS PIPE SHALL NOT EXTEND INTO THE PIPING SUMP HOPE THAN lB" BEFORE BEING CHANGED TO GALVANIZED STEEL PIPE. DETAIL - 2"-IN-3" DW FPP PIPE SUMP ENTRY NOT?O SCALE PIPING AND DISPENSER SUMP NOTES A GENERAL THE TURBINE ENCLOSURE (PIPING SUMP) PROVIDES A HOUSING FOR A SUSMERSIBLE PUMP, TERMINATION POINT FOR DOUBLE WALLED PIPING AND AN ACCESS TO FITTINGS OR ACCESSORIES ON THE TANK TOP, E. THE TURBINE ENCLOSURE IS CONSTRUCTED OF FIBERGLASS REINFORCED PLASTIC (FPP). A PROVEN MATERIAL FOR LONG-TERM PERFORMANCE THE RIGID FPP CONSTRUCTION DOES NOT DEFORM DURING OR AFTER INSTALLATION THE TURBINE ENCLOSURE IS SUPPLIED WITH NON-SEALED, WATERTIGHT OR SEALED FPP TOPS A. THE WATERIGNT TURBINE ENCLOSURE INCLUDES A PUSH-ON LID WITH O-RING SEAL AND PROVIDES A WATERTIGHT SEAL WITH THE WATER LEVEL A MAXIMUM OF IE' ABOVE THE TOP OF THE LID, 5THE TURBINE ENCLOSURE MUST BE MOUNTED TO A SECONDARy CONTAINMENT COLLAR ON THE TANK TOP, 6 IN THE EVENT OF AN A£CJDENTAL SPILL OR LEAK FROM THE PRIMARY PIPING, THE SPILLED PRODUCT WILL DRAIN THROUGH THE SECONDARY OR CONTAINMENT PIPE TO THE TURBINE ENCLOSURE AND ACCUMULATE IN THE SECONDARY CONTAINMENT COLLAR AND TURBINE ENCLOSURE. THE LEAK DETECTION PROBE INSTALLED IN THE TURBINE ENCLOSURE WILL DETECT THE SPILLED PRODUCT AND TRANSMIT AN ELECTRICAL SIGNAL BACK TO THE ALARM CONTROL PANEL THAT SOUNDS AN AUDIBLE AND VISUAL WARNING SIGNAL 7 AN ADHESIVE KIT IS SUPPLIED WITH EACH TURBINE ENCLOSURE TO ATTAEH [T TO THE SECONDARY CONTAINMENT COLLAR AT THE JOBS/TS SEALING THE COLLAR/TURBINE ENCLOSURE SEAH PREVENTS THE INGRESS OR EGRESS OF WATER OR FUEL FROM THE TURBINE OR PIPING SUMP ENCLOSURE, B THE TURBINE ENCLOSURE/PIPING SUMP SHALL BE SEALED TO THE CONTAINMENT COLLAR BY MEANS OF AN ADHESIVE NIT SUPPLIED BY THE TANK MANUFACTURER. B, RESERVED C, RESERVED D, .SAFETY I. A TURBINE ENCLOSURE (PIPING SUMP) CAN BE CONSIDERED A CONFINED SPACE, ESPECIALLY AFTER THE TURBINE ENCLOSURE HAS BEEN PLACED IN PETROLEUM PRODUCT SERVICE NEVER ENTER A TURSINE ENELOSURE WITHOUT PROPER TRAINING AND O.S.H A APPROVED EQUIPMENT 2. THE USE OF MANWAYS IS NOT INTENDED TO ENCOURAGE TANK ENTRY, WHICH CAN POSE A SAFETY HAZARD FOR UNQUALIFIED MECHANICS ONCE PRODUCT HAS SEEN PLACED JN THE TANK. E. TESTING E TEST ALL TURBINE ENCLOSURES (PIPING SUMPS) HYDROSTATICALLY WITH THE WATER LEVEL ABOVE THAT OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF EA HOURS AFTER ALL WORK IS COMPLETE. E. TESTING FIBERGLASS TURBINE ENCLOSURES (PIPING SUMPS) WITH AIR IS PROHIBITED iNSTALLATION ALL FIBERGLASS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. MIXING AND MATCHING DIFFERENT SYSTEM COMPONENTS FROM DIFFERENT MANUFACTURERS IS STRICTLY PROHIBITED. 2, FIBERGLASS PIPING THAT IS INSTALLED BELOW GROUND SHALL BE SITUATED WITHIN A TRENCH THAT WILL PROVIDE SOUND SUPPORT ANO PROTECT THE PIPING FROH VEHICULAR DAMAGE, EROSION OF BEDDING AND BACKFILL MATERIAL~ FLOATATION IN HIGH GROUNDWATER CONDITIONS AND MISALISNMENT OF SYSTEM COMPONENTS OVER TIME. THE MINIMUM BURIAL DEPTH SHALL 5. ALL FIBERGLASS PIPING SHALL BE BEDDES WITH NO LESS THAN G" OF PEA GRAVEL. BACKFILLING SHALL ALSO BE PEA GRAVEL TO THE TOP OF THE TRENCH. PRODUCT PIPING SHALL BE INSTALLED SO THAT IT DRAINS BACK TO THE TANK, PIPING SHALL BE INSTALLED AT A MINIMUM PITCH OF I/E" PER FOOT OF PIPE RUN CONTAINMENT PIPING SHALL SE INSTALLED SO THAT ANY LEAKAGE DEVELOPING IN THE PRIMARY PIPE SYSTEM WILL BE CAPTURED BY THE CONTAINMENT PIPE AND DRAIN BACK TO THE PIPING SUMP OR IN-LINE TRANSITION SUMP OR OTHER LOW POINT WHERE it WILL BE DETECTED BY AN ELECTRONIC LEAK DETECTION SYSTEM OR SE OBVIOUSLY VISIBLE TO THE OPERATOR. ALL SECONDARY OR CONTAINMENT PIPING TEST BOOTS SHALL BE PULLED BACK FROM THE PRIMARY PIPE SO THAT A CLEAR OPENING IS PROVIDED THROUGH WHICH ANY LEAKED PRODUCT CAN DRAIN TO THE PIPING SUMP, IN-LINE TRANSITION SUMP OR OTHER LOW POINT TO BE MONITORED. UNDERGROUND FIBERGLASS PIPING MUST BE PROVIDED WITH A WARNING TAPE BURIED NO MORE THAN SIX INCHES ABOVE THE PIPING, THE TAPE SHALL BE POSITIONED OVER THE FIBERGLASS PIPING WHICH SHALL WARN THAT FIBERGLASS MOTOR FUEL PIPING IS BELOW 7, RESERVED TESTING ALL FIBERGLASS PIPING SHALL BE PRESSURE TESTED PRIOR TO BACKFILLING. THE AGENCY HAVING JURISDICTION MAY REQUIRE THAT A REPRESENTATIVE FROM THE AGENCY WITNESS THE TEST ANDIT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE SUCH TESTS WITH THE AGENCY, PRIMARY PIPING SHALL SE PRESSURIZED TO 50 PSIG OR 150% OF THE OPERATING PRESSURE Of THE PRODUCT DELIVERY SYSTEM, WHICHEVER IS HIGHER AND WITHIN THE PRESSURE RATING OF THE PIPING SYSTEM BEING INSTALLED. THiS PRESSURE SHALL BE HELD ON THE SYSTEM FOR A PERIOD OF SIXTY (80) MINUTES OR AS REQUIRES BY THE AGENCY HAVING JURISDIETISN. 5, SECONDARY OR CONTAINMENT PIPING SHALL BE PRESSURIZED TO 5 PSIS THIS PRESSURE SHALL BE HELD ON THE SECONDARY PIPING SYSTEM FOR A PERIOD OF SIXTY (~0) MINUTES OR AS REQUIRED BY THE AGENCY HAVING JURISDICTION. DURING THE PRESSURE TESTING OF THE PIPING, ALL FITTINGS SHALL BE SOAP TESTED, FLEXIBLE PRODUCT PIPING SHALL BE TESTED TO MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH ALL AGENCIES HAVIHG JURISDICTION OVER THE INSTALLATION OF THE PIPING SYSTEM. VAPOR RECOVERY PIPING MUST PASS ALL BLOCKAGE TESTING RELATIVE TO TIGHTNESS~ PRESSURE DECAY AND SLOCAKGE RATES. 7. RESERVED METAL PIPE AND METAL PiPE FITTLNGS STEEL PIPE SHOWN ON THE DRAWINGS SHALL BE A MINIMUM SCHEDULE AO AND ALL METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON CLADS 150. 8 GASOLINE/ALCOLHDL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS. 5 ANY METAL PIPE OR FITTINGS USED FOR VENT OR VAPOR RECOVERY WHICH CONTACTS THE SOIL OR BACKFILL MUST BE 100% COVERED WITH A I00 MIL COATING OF COAL TAR EPOXY SUCH AS ROSS COAT OR EM SCOTCH WRAP #50 TAPE. AS-BUILT DRAWING vironmental, Inc. 445 BROOK AVENUE, DEER PARK NEW YORK 11729 (631)586-4900 APPROVAL STAMP DRAWING TITLE PIPING SUMP LAYOUT AND PIPING DETAILS UJ DWG. NO. P-1 DATE: J 02.10.12 I SCALE: I As NOTED IN DETAILS I TO GREENPORT ,...- BANK SITE = TO JAMESPORT KEY HAP NOT TO SCALE PROJECT TITLE HEATING OIL STORAGE TANK REPLACEMENT BUILDING HIM. NINIHUH DIAMETER OVHD. OVERHEAD DOUBLE WALLED P.V.C. POLYVlNYL CHLORIDE DRAWING REINF. REINFORCING EACH REQ'D. REQUIRED EXTERIOR SW SINGLE WALLED LEGEND PRODUCT LINES U/G VENT LINES PROPERTY LINES WATER SERVICE SANITARY SEWER (SITE) TELEPHONE POLE ELECTRIC SERVICE 6W HON WELL STORH DRAIN GRATE SOLID COVER FOR SANITARY POOLS FENCE WATER HETER BOX A.F.F. BLDG. BLK. BLS C.M.U. COL CONC, CDT. DW DWG. ELECT. EL., ELEV. EXG. EXT. FTG. FLR. FRP GA. GWT FOOTING FLOOR FIBERGLASS REINFORCE PLASTIC GAUGE GROUND WATER TABLE INSIDE DIAHETER THK. THICK TYP. TYPICAL U.L. UNDERWRITERS LABS VR VAPOR RECOVERY W,W.M. WELDED WIRE MESH MAIN ROAD & YOUNGS AVENUE, SOUTHOLD, N.Y. ~ N_7_~© 25' 3o" E. N 7!°._29' 50"._E___~J 50.99' EXST'G GARAGE BLB6 173.32' AREA OF i-% \~G ,WORK / ~ - T'G PLANTIN,? . / \ ~ TOWN OF SOUT~OLD ¢~ ~~_ -- TOWN HALE/ 'xN ~ /// 0 II "' ~' ~ ~ ~' ~'/' ELEC u · ,RMR I1°111uT,,,T¥ Pole £ONCRET SIDEWALK CONCRET SIDEWALK MAIN STREET (NYS RTE 25) GENERAL NOTES 1. ALL WORK TO BE COMPLETED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL. STATE, COUNTY AND LOCAL CODES AND IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. 2. ALL EQUIPMENT, WHEN APPLICABLE, IS TO BE LIS3ED AND LABELLED BY UNDERWRITERS LABORATORIES, INC. FOR THE INTENDED PURPOSE OF THE EQUIPMENT. 3. ALL MATERIAL SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS, 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, WIRING, CABLES AND APPUR'i]~NANCES AT NO COST TO THE UTILITIES, OWNERS, OPERATORS, AUTHORITIES HAVING JURISDICTION AND THE ENGINEER OF RECORD. 5. THESE DRAWINGS DO NOT ~NDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING. STRUCTURES, PIPING, ETC. EITHER EXPOSED OR CONCEALED. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK, THE CONTRACTOR SHALL OBTAIN AND/OR VERIFY THE EXACT LOCATION OF ALL EXISTING iTEMS THAT MAY AFFECT THe WORK ~. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS SYSTEMS AND THE APPROXIMA]~ RELATIVE LOCATIONS OF THE EQUIPMENT, DEVICES AND OTHER ITEMS. 7. ALL EQUIPMENT SHALL BE INSTALLED/PIPED/W~RED IN STRICT COMPLIANCE 1MTH THE EQUIPMENT'S MANOFACTURERS INSTALLATION INSTRUCTIONS. B, A SIGN STATING "ND SMOKING WITHIN 50 FEET' SHALL BE POSTED IN THE ~4CINITY OF ALL MOTOR FUEL DISPENSING POINTS. 9. TANK PILLS SHALL BE COLOR CODED IN ACCORDANCE WITH THE AMERICAN PETROLEUM INSTITUTE'S SYSTEM OF iDENTiFICATION AS IMPLEMENTED BY LOCAL CODES. 10. INSTALLER SHALL FURNISH WRITI'EN APPROVAL OF COMPLETED INSTALLATION FROM ALL AGENCIES HAVING JURISDICTION OVER THE WORN TO BE PERFORMED. 11. ALL PEA GRAVEL UTILIZED TO BED AND SUPPORT UNDERGROUND TANKS, PIPING, SUMPS AND OTHER BELOW GRADE STRUCTURES SHALL BE WASHED. FREE FLOWING AND CONFORM TO ASTM C-33 PARA 9.1, SIZES 6 THROUGH 8. NO MORE THAN 5~ SHALL PASS THROUGH A NO. 8 SIEVE. 12, ALL WORK SHALL COMPLY W~TH THE DEPARTMENT OF ENVIRONMENTAL ~.~p~t~N~l~ BULK STORAGE REGULA"~ON 6 NYCRR PART 612-614. USE IS UNLAWFUL SCOPE OF WORK OF OCCUPANNY 1. REMOVE THE EXISTING 5,000 GALLON FUEL OIL TANK LOCATED IN THE CONCRETE WALKWAY. 2. REMOVE ALL ASSOCIATED PIPING AND DISCONNECT PIPING JUST ON THE INSIDE OF THE FOUNDATION BASEMENT WALL. 3. BACK FILL TANK EXCAVATION WITH CLEAN FILL. 4, EXCAVATE NEW TANK PIT IN DRIVE~AY AS SHOWN. 5. BED EXCAVATION WITH A MIN OF 12 PEA GRAVEL. B: SAWCUTP,P,NG'.RE.OR,NEX,ST. NGOONCRETEW; . Ay. 9. INSTALL NEW FUEL OIL SUPPLY AND RETURN PIPING. ~ ~o, O0 ..~ 10 INSTALL 36" DIA CORRUGATED PIPE ON THE OTHER MANWAY F E E B 11.INSTALL A~RM PANEL AND SENSORS AS INDICATED IN D~IN~TmFY BL mLDING DEPARTMENT AT 12.FORM AND POUR NEW REINFORCED CONCRETE TANK MAT ~5- 80~ o AM TO 4 PM FOR THE 13. REPAIR ASPHALT AT EDGES OF TANK MAT AS NEEDED ' FOLLO% ~INO NSPECTIONS: 14.RESTORE CONCRETE WALK WAY WHERE TANK WAS R~MOVED. THICKNESS. 2 ROUGH. FRAMING, PLUMBING, 15. CLEAN SITE. COMPLY WITH ALL CODES Of E'qAPPlNG, ELECTRICAL & CAULKING NEW YORK STATE & TOWN CODES 3 ,NSU~ATrON 4 FIN~ CONSTRUCTION&ELECTRICAL ' ¢¢ ~DTO~ ZBA ~ / / ~ / REQUIREMENTS OF THE CODES OF NEW ~1/~ SO~D~NI~ YORK ~A~, ~T RES~NSIBLE ~R nv/ronmental, Inc. SCTAXHAP. 1000 61.00 0200 11.00&12.00 , NEWYORK 11729 (631)586-4900 INDEX TO DRAWINGS ELECTRICAL-- INSPECTION REQUIRED CV-I TITLE PAGE W/ KEY HAP AND SITE PLAN A-I NEW TANK LAYOUT AND EQUIPMENT L~~ T-I TANK DETAILS P-I PIPING SUMP EQUIPMENT LAYO ALEXANDER M. SANTJNO, P,E, LIC, NO, NYS 58025 REVIEW ENGINEER Chris Wong A$s't Public Health Engineer DRAWING TITLE DWG. NO. PROJECT TITLE, KEY MAP AND SITE PLAN CV-1 Z" DIA VENT TO BE SECURELY ATTACHED TO THE RED BRICK BLDG WALL (SEE DETAIL ON T-I) / I ri WARNING SIGN OMNTEC LIPD2 PANEL NOTE: MECHANICAL ROOM AND BOILERS ARE LOCATED IN THE BASEMENT, STAIR WAY TO BASEMENT LIES ABOVE THE BOILER ROOM, ELECTRIC SERVICE PANELS HOUSE TRAP t'IECHANICAL ROOH CONNECT TO EXST'B SUPPLY AND RETURN LINES IN BSMNT BOILER ROOH BOILERS 18' /~ ..... SAN ........ J ir WALL PENE[TRATIOt, DETAIL THIS DW/B SANITARY LEACHING POOL OUTLINE OF REMOVED TANK TANK LAYOUT AMD PROPOSED PIPING INSTALLATION Z"-IR-3" DIA DW FRP FUEL OiL SUPPLY PIPE FUEL OIL RETURN PIPE (SEE NOTE I) EXTERIOR SIDE OF CONCRETE FOUNDATION WALL EXST'G SANITARY LINE '., TO SEPTIC TANK AND LEACHING POOLS WEATHERPROOF OAULKINS BTWN PIPE SLEEVE AND 3" DIA CONTAINHENT PIPE M DIA SCH kO SALV STEEL PIPE SLEEVE (TYP E) AiR TEST NOTE, ALL FRIMARY AND SECONDARY PIPrNG iS TO BE PRESSURE TESTED IN ACCORDANCE WITH SUFFOLK COUNTY OEPARTMENT OF HEALTH SERVICES PIPE TESTING PROTOCOL, PLAN VIEW FUEL OIL PIPING NOTE: THE FUEL OIL SUPPLY AND RETURN PIPING THAT CONNECT TO THE TWO BOILERS RUN ALONG THE MECH EQUIP ROOM CEILING UNTIL THEY ARE TO EXIT TEE HECH EQUIP ROOM, AT THAT POINT, THE PIPING RUNS DOWN THE WALL TOWARD THE FLOOR AND THEN CONNECTS UP TO THE BOILERS LOCATED IN AN ADJACENT ROOH. ERST'G DEL CLEAN OUT P RUN NEAR CEILING OF HECH EQUIP RH ELECTRIC pANELS SUPPLY AND RETURN PIP~NG IN BASEHENT MECH EQUIP RM EXET~G F.O, SUPPLY PIPE RUN CLOSE TO MECH EQUIP CEILING NOTE I' THE FUEL OiL RETURN P~PING MAY BE I' DIA STEEL PIPE,THE CONTRACTOR IS TO CHECK ALL PIPING SIZES PRIOR TO INSTALLING THE RETURN PIPING, THE CONTRACTOR IS TO HATCH EXISTING PiPE SIZES IN THE NECH EQUIP ROOM. EXST'G F.O, RETURN PIPING RUN CLOSE TO MECH EQUIP ROOM CEILING SELL X THRD D FRP TO STEEL PIPE ADAPTER, E"DIA TEST 800T W/AIR VALVE TO BE FULLED DACE AFTER AIR TESTING OF CONTAINMENT PIPE PIPE PENETRATION DETAIL NOT TO SCALE ELEVATION CONNECT TO EXST'S FUIEL OIL SUPPLY AND RETURN PIPING EXST'G F,O SUPPLY PIPE RUN CLOSE TO MECH EQUIP ROOM OEIILING EQUIPMENT LIST iTEM DESCRIPTION TURBINE ENCLOSURE PIPING SUMP, ROUND, 42' plA, WIlD LEAK SENSOR PROBE~ ANNULAR SPACE, LIQUID DISCRIMINATING, FOR ~' DIA DW FRP LEAK SENSOR PROBE, PIPING SUMP, -IQUID DISCRIMINATING =RODUCT PIPING, 2".1N.3" DW FRP MANHOLE COVER AND FRAME ASS'Y, 36" DIA, WATERTIGHT W/SOLID COVER MANUFACTURER & MODEL NO~ 3MNTEC )ROBE MOD iii L.1.S ~(3D. NO pDS FIBERGLASS SYSTEMS RED THREAD 11~. FAIRFIELD INDUSTRIES, INC, MOD NO, 361 WT ITEM DESCRIPTION FAIRFIELDINDUSTRIE$,INC MOD, NO, S~5 FLEX ENTRY SOOT FJ 2' DIA FIBERGLASS DP~ERSrFrED PRODUCTS MNFO,, INC+ VENT PIPE PROD NO, U~-2,4 FLE~ CONNECTOR, 2" DIA, FOR FUEL OIL SUPpLy LINE, MALE X MALE CONNECTION BALL VALVE, 2- DIA, QTR TURN, FULL PORT, BRONZE EDDY DPM MOD, NO, UR35X2,4 APl PRODUCT CODE FILL PORT LEGEND Feni. eg & lllicol Environmental, Inc. 445 BROOK AVENUE, DEER PARK NEW YORK 11729 (631)586.-4900 R. SANTINO, P.E. LIC. NO NYE 580E5 APPROVAL STAMP ilill 2- 0~/5 ,. Ass't Public Health Engineer LU DRAWING TITLE DWG. NO, TANK LAYOUT AND EQUIPMENT LIST A-1 DATE: I 06.18.08 I SCALE: J "=10' TANK INSTALLATION NOTES I. PROPER INSTALLATION OF A DOUBLE WALLED FIBERGLASS TANK IS CRITICAL. DOUBLE WALLED FIBERGLASS TANKS MUST BE /-42" CONTNNMEhT COLLAR (2 1YP.) SHELL CODES: 2-EBD04SD INSTALLED BY A MANUFACTURER'S CERTIFIED TANK INSTALLER WHO HAS THE COMPETENCE, EQUIPMENT AND EXPERIENCE TO SUCCESSFULLY COMPLETE A QUALITY INSTALLATION. 2~[" FLED' M'~NWAY / .Lin Z~PR~PER~NSTALLAT~N~FEAEHTANK~SESSERTrAL~ENSURETHESASFEY~FALLTHE~ND~VIDUALS~NV~LVED~NTHE w/5-4' NPT FTBS.-.. o .,~ 20J_9" ~__ TANK INSTALLATION, TO PREVENT TANK DAMAGE AND OR FAILURE LEADING TO PRODUCT LOSS AND SUBSEQUENT (2 ~.) ~,.--~,...,,,/-a n ENVIRONMENTAL DAMAGE AND TO VALIDATE THE TANK STRUCTURAL WARRATY FOR UNDERGROUND PETROLEUM STORAGE -- 2' TANKS MUST BE INSTALLED ACCORDING TO THE MANUFACTURER'S iNSTRUCTiONS AND NFPA S0 AND Si, [] [] A. ANY VARIANCES TO, OR DEVIATIONS FROM THE PUBLISHED INSTALLATION INSTRUCTIONS MUSE BE APPROVED BY THE TANK MANUFACTURER IN WRITING PRIOR TO INSTALLATION. J J ] J j S. THIS TANK INSTALLATION IS GOVERNED BY OTHER CODES, SPECIFICALLY ARTICLE 12 OF THE SUFFOLK COUNTY SANITARY CODE AND ANY STANDARDS AND/OR GUIDELINES PUBLISHED PURSUANT TO THiS REGULATION AND NYS DEC PETROLEUH BULK I DIA CORRUGATED J] ZZ" PlA MANWAY W/ NEW 3B" STORAGE REGULATIONS, SPECIFICALLY B NYCRR PART 6lA, COVER FITTED 1 NEW 8" THK REINFORCER ACTrVATION SOLID [ PiPE IN LIEU OF PIPING SUMP S, WARRANTY -- INSTALLATION INSTRUCTIONS HUST BE FOLLOWED. PIPING SUMP ON MOUNTING URN NEW 5,000 GALLON DW FR COLLAR ~ UNDERGROUND STORAGE T  6. WHEN THE TANK MUST 8E ROLLED FOR AIR/SOAP TEST, ROLL ONLY ON SHIPPING PADS OR SMOOTH SURFACE AND ENSURE THE FITTINGS AND COLLARS DO NOT COME IN CONTACT WITH THE GROUND 7. IN FREEZING CONDITIONS, PROTECT COLLARS FROM WATER ACCUMULATION. FREEZING WATER HAY CAUSE FREEZE BAHABE, S. USE ONLY LIFTING EQUIPMENT TO HOVE TANKS. LIFT TANK USING ALL LIFT LUGS PROVIDED ON THE TANK. NO SHORTCUTS I SHOULD BE TAKEN, -- --1 -----2 3 _;__~ 4 5 ~6 -- I FOR FUEL OIL STORATE g. DO NOT USE CHAINS OR CABLES AROUND TANKS AS THIS COULD DAMAGE THE SHELL EXTERIOR. 11 1/8" ---~~-~ 11B-1/2' D SED AND BACKFILL 1'-10 1/4" -- i ~P* J ] I I. THE USE OF APPROVED BACKFILL MATERIAL IS CRITICAL TO LONG TERM TANK PERFORMANCE FAILURE TO USE APPROVED ~._ ' BACKFILL MAY RESULT IN TANM DAHAGE ~ --3'-3 7/8'- ~ -1o'-I 1/4" - 3'-3 7.8'/~ ~ 2 REPACK ALL EXCAVATED NATIVE SOIL WITH APPROVED BACKFILL OF PROPER SIZE AND GRADATION USE BACKFILL WHICH  ~ MEETS ASTH C-35 FOR DUALITY AND SOUNDNESS. 16'-9' ~' ~ ~. REQUIRE THAT BACKFILL SUPPLIER CERTIFY THAT THE BACKFILL MATERIAL MEETS THiS SPECiFiCATiON. A K~EP BACKFILL DRY AND FREE OF ICE IN FREEZING CONDITIONS. 5. USE ONLY PEA GRAVEL OR BRUSHED STONE. 5. PEA GRAVEL MUST CONSIST OF CLEAN, NATURALLY ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZES OF NOT LESS THAN NOTES: Product Code: J 8D05SD36 I Active Date: 12/03/09 DWI-6 ~PE II (8')-5000 ~8/26/0s P~N VIEW - NEW 5,000 GALLON FUEL OIL TANK o. CRUSHED STONE Order ECIND00 ASSOCIATES R.MOEN DO NOT MIX APPROVED BACKFILL WITH SAND OR NATIVE SOIL OR BACKFILL TANKS WITH SAND OR NATIVE SOIL. ~ 4 HOLD DOWN ST~P LO~TION City: ~ State: ~ ~ ~PE '13" U~ LUG - SD Del[ve~ D~te: Rep: "~ 4,947 E PREHNSTALLATION TESTING I ~PE "13" LI~ LUG - HD ~ ~N~E~ ~:~ ~JO~ g950/3600 12354.D~G L I~PORTANT[ DO NOT PRESSURIZE TANKS OVER 5 PSIG SINCE TANK DAMAGE OR PHYSICAL INJURY CAN RESULT. I 2, A V~SUAL A~R/SOAP TEST IS TO BE PERFORMED ON ALL TANKS PRIOR TO INSTALLATION. 3. WARM WEATHER SOAP SOLUTION - 5 GALONS Of WATER WITH 8 OUNCES OF HOUSEHOLD DISHWASH~NG DETERGENT SPACE) COVER F,TTINGS WITH SOAP SOLUTION AND CAREFULLY INSPECT FOR LEAKS AS INDICATED BY THE FORHATION OF , PITCH REINFORCED,, CONCRETE TANK I NEW B" THLCK REINFORCED ~ MAT AWAY FROM, MANHOLE COVERS ,. TANKS THAT HAVE ARE ~' TO ,0' IN D,AMETER REQUIR8 THAT A MINIMUH OF [8" OR ,REFERRABLE 2~" SPACING BE CONCPETE TANK SLAB TO AT A MIN OF I/8 PER FOOT 2. IF TANKS ARE TO BE ANCHORED. A MINIMUM CLEARANCE OF 2A" BETWEEN TANKS IS REQUIRED. EXTEND BEYOND TANK EDGE 3. UNDERWRITERS LABORATORY (UL) SPECIFIES THAT THE DEPTH OF COVER OVER A FIBERGLASS TANK CANNOT EXCEED 7 (SEE TANK DETAILS FOR PATCH ASPHALT AS EXCAVATION MUST BE DEEP ENOUGH TO ALLOW THE TANKS TO BE BEDDED WrTH A M~NIMUM OF 12" OF PEA GRAVEL OR CRUSNED STONE AND A MINIMUM COVER OF 2~" OR JZ" OF BACKFILL PLUS 4' OF REINFORCED CONCRETE. DIMENSIONS) / ~ MAINTAIN 2" MIN ~ NEEDED AT THE EDGES ~. CONCRETE TANK MAT MUST EXTEND A M~NIMUM OF 12" BEYOND THE T~K PERIMETER IN ~L DIRECTIONS, 20'-g"~~2, ~., --. .[ ~E, , OF THE CONC TANK MAT G, FILTERL FILTERFABRICFABRIC ALLOWS THE PASSAGE OF WATER NOTE h (SEE NOTE ~ AND FILL PORT NOTES) ~ ..., . ~X~WBLOEDW,REMESHPLACEDHIDWAYAT , MOD NO SC-5 8 DIAFLEXCONNECTO~ "DIAGALVSTEELRISE~ ~ ~~~~.~. ~ 2. FILTER FABRIC IS REQUIRED IN AREAS SUBJECT TO TIDAL CONDITIONS, AREAS SUBJECTED TO FREQUENTLY CH~GiNG ' 'J F/DEFLECTION PORT (SEE NOTE 4) ~ ; .... '.' . .~ '., . ', '' , ,. GROUND WATER LEVELS, TANK INST~LATION IN UNSTABLE SOILS SUCH AS MUC~ OR BOG AND IN WATER CONDTIONS WITH THE REINFORCING MESH SHALL BE 3" WATERTIGHT W/ ONE NSERT EXPLOS ON PROOFJ M~HOLE COVER AND FRAME ASS'Y, 5B" DIA, ~ r , ;,~ ' ,~ , ','.' ,,, , , ,~', ~ % ~ ~. THE TANK EXCAVATION SHALL BE NNED WITH FILTER FABRIC ON THE SIDES AND BOSOM. '"'~r -----'[]?~""?? ""'/']~<~ 30" MIN BURY DEPTH ~ mete. F~...C PANELS WiLL Ore.LA. Ag~Om.N~ .ABELS A.iN,~U~ OF m' ~L LEAK DETECTION SENSORS WITHIN PIPING OF <S~E NOTE ') ~ F,O. SUPPLy PIPING ~E N~PA 70 ("ED MOO. NO ~"0 ~ i~x.~w' '=x "',. ':: :' '- I .~'., NOTE A" '--g,l~Y~ AROUND METAL P,PING OR CONDUIT INSIDE THE ~&~C~¢~N ~PRETURN --~STEEL PIPE W/ FO~ ~ j ! . . ,. , . - r · . , ':.,.: T OF TANK EXCAVAT ON / ' ' "'" ': - ' .... PEA GRAVEL BACKFILL ~2 FO TANK SUHPS SHOWN ON THESE O~WINGS A~ ONLY TO .. .,. . .'/ , 2 ~ Iii I I II x N',: .......... / ~ ~],:;';(" E OF EXCAVATION cow, E. '.-.. ~ f x ~. ~ ~' ~ A DROP ~ ~ ::~:;'~j'.:'.' A GRAVEL BACKFILL TO UNDERSIDE THE F~LL PORT CAP SHALL BE SET NO MORE TH~ g' BEN~ATH '.?:;.'"'~ / ~LLPIPE :,,:'.C"~ ~ ""'~']'"]""]~-:~~ ~~/~:i~ OF NEW CONCRETE TANK ~AT APPROVAL STAMP INTHEFIELDBASEDONHOWTHEFUELOIL~SDELIVERED- ' l/ 'C ' / Z g ~'(Z ~ Z Z ~ z ~Z ¥,- , , ,,/(~ S~I~T A~D T~E COLLAR O~ T,E ~lPl~ SUmP ...... . ..'.~'~. ~.~?.~] Lc. . ~ . ~ - , . THE ~ONTRAGTOE WILL USE A TRENCH BOX TO PREVENT LARGER THAN THAT OF THE PIPING SUMP C~R ~ ....... TANK PIT. OSHA SAFETY RULES APPLY. SECURELY HOUNT~D INSIDE ~E HANHOLE STATING J6'-g" THE HEIGHT OF THE PIPING SUMPS SHALL NOTE B: ~ Chris THAT THE TANK WAS INSTALLED IN ACCORD~C~ DEPEND ON THE INSTALLATION DEPTH. THE DEPTH TO THE GROUNDWATER TABLE INDICATES ALEXANDER ~ SANTINO, P,E, ~S't ~btic H~I~ Engineer WiTH NYS 6 NYCRR P~T ~1~ THE SUHP HEIGHT W~LL NOT BE LESS THAN THAT GROUNDWATER WILL NOT ~HPEDE THE SETTING LIC, NO, NYS .~.,.~ ~ ~mw.~ TO T.~ T~". DRAWING TITLE ,O T ELEVATION - NEW 5,000 GALLON FUEL OIL TANK 5. THE COLOR CODING SHALL BE eLEgY VISIBLE TO ANYONE MA~ING A DELIVER~ TO THE TANK, NO T TO SCALE DWT-6 'P(PE II (8')-5000 ~8/2D/0, MCIND00 ASSOCIATES R.MOEN i4,947 NTAINMENT ~o~: ~r,~ x~ JOLUTIOI~ 2950/3600 12354.DW0 PIPING NOTES WALL PRODUDTETOGESTOBED,NTHETA.KS, FLEX ENTRY BOOT F1 THREAD X BELL FIBERGLASS THE SENSOR ELEMENT SH~LSESECUaELyMOUNTE* ~DTHATTHE ~ANKW~INSTALLEDINACCORB~CE SCALE: ~4" = 1"0" D~AIL - 2"-IN-3" DW FPP PIPE SUMP ENTRY ~ "W~ v' PIPING SUMP ~Y OUT SCALE: ~4" = I'-0" PIPING SYSTEM FOR A PERIOD OF SIXTY ~ '. VENT CAP FOR NON VAPOR ~ WAR~ING TAPE , ~ RECOVERY iNSTALLATION &. DURING THE PRESSURE TESTING OF THE PIPING, ALL FITTINGS SHALL BE SOAP TESTED. . *, ' +J . ..... '.. *. , . * ~'/. ' **, . *. ' + j 5, FLEXIBLE PRODUCT PIPING SHALL BE TESTED TO MANUFACTURER'S SPECIFICATIONS AND JN ACCORDANCE WITH ALL AGENCIES · [ OMNTEC Ho0. NO. LIPDZ,NN~N~ ~ , .... . .... . . ~.,"'-'2..'. ~ ~ ~ , 6. VAPORRATEs. RECOVERY PIPING MUST PASS ALL BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY AND BLOC~GE CAUTION BACK ~LL ~' ,m,-.'?' :'. ',.-',: '¥,, ~" '. :. ~/ ' /~ ..,...... /, BRACKETS BED PIPING ~/~ ~ ."~::.~ ']. ~( ,] ,~.' WARNING SIGN TO BE ~ 'C.~?'~'. ~ ,~' '...~ ,;'..:. ;;'-~ ~ ~ SIDE OF TRENCH RED BRICK WALL OF THE BLDG /~Y/~>////~Y/ '~ /~/ '~/~Y/~Y/ ~ : RED THREAD II PiPE ~ ~ ~" MIN SEPIERATION 2. D~A GALV STEEL FOR BOTH SUPPLY / PIPE VENT L[NE AND RETURN PIPING NOTE~: PEA GRAVEL USED FOR BEDDING AND BACKFILL SHALL HEET ALL PRODUCT PIPING SHALL SLOPE SACK TO THE TOP OF MAINTAIN ALL SEPARATION DISTANCES AS SHOWN IN THIS DETAIL. 445 BROOKAVENUE,DEER PARK ~PIOAL PIPING THENOH DETAIL~ ~ ~*~-~ ~,~,~ ~ NEW YORK 11729 (~3~)58~-4~00 PIPING TO GALVANIZED TO BE WRAPPED WITH ~M TEMFLEX TAPE. APPROVAL STAMP / PIPING AND DISPENSER SUMP NOTES iT iSAViOLA, i~OFTHEN~WYOR I' NOTE: 7. AN ADHESiVE KIT iS SUPPLIED WITH EACH TURB~NE ENCLOSURE TO A~ACH IT TO THE SECONDARY CONTAINMENT COLOR I. STEEL VENT PiPiNG LOCATED BELOW GRADE SHALL BE WR~PED AT THE JOBSJTE. SEALING THE COLLAR/TURBINE ENCLOSURE SEAM PREVENTS THE INGRESS OR EGRESS OF WATER OR ELEVATION VENT RISER PIPING I A TURBINE ENCLOSURE (PIPING SUHP) CAN BE CONSIgERED A CONFINEg SPACE, ESPECIALLY AFTER THE TURBINE ~NCLOSURE DRAWING TITLE HAS BE~N PLACED ~N ,~T~OLEUH ~EODUCT S~.WCE. ~EVE. ENTE~ ~ TU~mNE ENCLOSURE W~THOUT ,.O,E~ TR~IN~N~ AND UNQUALIFIED .ECHANICS ONCE PRODUCT HAS BEEN PLACED IN THE PIPING SU P LAYOUT DATE: I 02.~0.~ I SCALE: I AS NOTED IN DETAILS I