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Home My WebLink About37394-Z OF Town of Southold Annex 11/29/2012 P.O.Box 1179 N 54375 Main Road Southold,New York 11971 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 u hor ed Signature o�S�FEo��a TOWN OF SOUTHOLD .a ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . SOUTHOLD, NY - - y p! -. 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 Date: 7126%2012T- Permission is hereby granted to: , N F Bank & Trust Co PO BOX 8914 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 7/17/2012 and approved by the Building Inspector. To expire on 1/25/2014. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS Y; •$250,.00 CO -COMMERCIAL $50.00 Total: $300:00 Building Inspector v _ to Form No.6 TOWN OF SOUTI30LD _njeA BUILDING DEPARTMENT TOWN HALL LI 765-1802 -t�a� APPLICATION FOR CERTIFICATE OF OCCUPANCY U S 1/9O-D This application must be filled in by typewriter or ink and submitted 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 1% 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 Date. �- New Construction: Old or Pre-existing Building: (check one) Location of Property: Gj� //� 5n c�� House No. Street Hamlet Owner or Owners of Property: AJ , )J�iU Suffolk County Tax Map No 1000, Section /. Block o2 Lot 1a. o� Subdivision Filed Map. Lot: Permit No. �j ?J Date of Permit. 7 a o� Applicant: Health Dept. Approval: Underwriters Approval: ! Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ U pkv) Applicant Signature FIELD INSPECTION REPORT DATE COMAIENTS FOUNDATION(IST) ---- -------------- FOUNDATION(2ND) 0\ O S � ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COIV mNTS N ty� tC TOWN.-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 7 1_( Survey SoutholdTown.NorthFork.net PERMIT NO. �� Check Septic Form .N.Y.S.D.E.C. Trustees Flood Permit Examined — A:l ,20 (V-1L Storm-Water A"s�sessment Form ntact: C.,/v 27, djc�-l Approved �` 120 1 � D JUL 17 2012 Mail to:/�renl°1 £n✓'� �;� a.�nnrovecl.a�c Wi- Arwx A✓, Dec.-lint, ICY BLDG.DEPT. Phone: 6 b I- 5n-4-5— xi26 Expiration �.� ,20_LL TOWN OF SOUTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date �' ` Co , 20 1 2- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for.necessary inspections. Ae_,oley -;�-Ali&l (Signature of applicant or name,if a corporation) a{l{ (Mailing address of applicant) t/7 2"9 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (f=6177 'u.c_*t<- Name of owner of premises (As on the tax roll or latest deed) 4aa nt a o o ion, sign re of duly authorized officer (Name and title corporate officer) C1%*) D a Builders License No. n a- �b ' b o (2 6 O Plumbers License No. C-- Electricians License No. n AL Other Trade's License No. 0,_ - d O , 0 � L 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section (v /. O® Block ®L O © Lot 0. O 6 A, Ciu Subdivision _Filed Map No. Lot 4' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy e_p 'I7er-ua-1 b. Intended use and occupancy &"n1A e.-u."_1 'Ail I d./c • 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Qee. alu (Description) 4. Estimated Cost q �, Duo, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units h Number of dwelling units on each floor If garage, number of cars 0-- 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 21,9, co� Rear /73.3z � Depth 326_31.0 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?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect 4 !� Address Phone No Name of Contracto t e..a/ &ay", 0 Address 4'S Orook AVe- Phone No. 4,31- J�c.r pstC 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 2 Al;- i- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing ontract)above named, (S)He is the L'O, 1fiz cJWC— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this (01^� day of 20 l R a'4" Notary Public USA M.SAWICKI Signature of Applican NWARY No B 1IC,St a of New York Qualified in Suffolk County Commission Expires 1/04/2014 CONSENT TO INSPECTION � I17�LdyBQr �c c` sCdlT j��-i✓xm' / ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the,pwner(s) of the premises in t e Town of Southold, located at 5"1-47S• A76-1n Iled • L �S which is shown and designated on the Suffolk County Tax Map as District 1000, Section ,D o,Block D Z 0 o,Lot I I.00 r I1,.�D That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the followin 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: 7116 (Signature) ,5 c 77" -,,//t/y4/ (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 SCDHS 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, V Chris Wong Assistant Public Health Engineer Bureau of Environmental Engineering Division of Environmental Quality—Office of Pollution Control— 15 Horseblock Place—Farmingville,NY 11738-1220 Phone(631)854-2388 Fax(631)854-2505 r PERMIT TO CONSTRUCT Toxic and/or Hazardous Material Storage Facility Suffolk County Department of Health Services James L. Tomarken,MD Commissioner SCHDS REFERENCE# 18865 Date of Issuance: June 28,2012 SCHDS REGISTRATION# 10-0303 Permit Expiration Date: June 28,2013 SCHDS PLAN# HM12-075 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: 1. A copy of the approved plan must be kept dt'the construction site.A copy of this permit must be kept on display at the facility during construction. 2. Safe construction practices must be followed during the installation of the storage facility(s). 3. 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 Control. 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. 4. 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 8.54-2523 at least 2 business days prior to commencement of any work to arrange for the required construction 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. ISS BY: Chris Wong i� Bureau of Environmental Engineering Office of Pollution Control Division of Environmental Quality See the back for exceptions Ilk !III ,tI J THIS PERMIT IS VALID FOR THE FOLLOWING STORAGE FACILITIES ONLY SCDHS# LOCATION VOLUME CONTENTS NOTE 2 Under/Out 5,000 Gals. #2 Fuel Oil For up to 90 days after 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 Construct 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: 4 � OFFICIAL USE ONLY New SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE Fac. Ref. No. Change TOXIC LIQUID STORAGE REGISTRATION FORM Principal Property Tax Code District ( d � Add Section 6 Bioclo� ® Lot . A" Facillity.Narne No. Street Community State Zip Phone No. Tank Owner No. Street Community State Zip Phone No. Write mat'I. number In left column Designates cathodic protection x cc O O — O O w WALLED WALLED DISPENSE FILL z —� Li O cf) ¢ � x � OFFICIAL CO0 w mCn � � _ I co X = (D � QO w z Cl) x x Y m 00 CAPACITY �" 0 m ~ = m = w X USE ONLY z O o (GALLONS) o T Z w a W ¢ X Q. > Q z z T a LL = w X Q — O Other Material (Specify) } °� Cr _ m O m O Cl) C7 X C7 �PA X i/ x 1 x X X--- x x x x x x X X X X X X X X X X X X x �... X P- L #- xI, I certify that information on this application and all attachments have been reviewed and that, based on inquiry of those `-� y q y Receipt No. persons immediately responsible for obtaining the information contained in this application, I believe that the information is true, accurate, and complete. I understand that false statements made herein are punishable as a Class A misdemeanorQ o pursuant to Section 210.45 of the Penal Law. , Amt Fe bate Print Name Signature %t 1,e. ilk HMM003 Rev 2/88 a � GZ �n/ '�8/ !/V'�� 1 8-262-..3/88 11 (( FENLEY & NICOL ENVIRONMENTAL L[EcTI E nM° (p [F `l� n QMSEDUML 445 Brook Avenue DEER PARK, NEW YORK 11129 W) DATE CQocc I 586-4900 ATTENTION _ t9 To RE WE ARE SENDING YOU 24C-Attached ❑ Under separate cover via // 44 � the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION l �n ` A0 -� e�z4 / IF /t cam/C) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑. As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED, If anclosuras an not a� noted, kindly notify us at once. FENLEY & NICOL ENVIRONMENTAL LEETT(EM VF TERAZATTURR. 445 Brook Avenue. DEER PARK, NEW YORK 11729 DATE JOe NO. (631) 586-4900 /S —lZ ATT 10 ) .� RE © r TO INP- 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 ergs ' �� b 11� �'�G.j'ii/ L',� ,�•t<� r Q�•� i r�e'�, /1/e��-ice THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS I � TOWN OF SOUTHOT J COPY TO t� SIGNED: it enclosures are not as noted, kindly notify us at once. *pF SO!/r�,olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yc0UNT1,N BUILDING DEPARTMENT TOWN OF SOUTHOLD 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) / c Electrical Underwriters Certificate. (contact your electrician) G � A fee of$50.00 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)/ Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 37394— Underground Fuel Tank III .. • ED GENERAL NOTES N o D r z O 1. ALL"WORK TO BE COMPLETED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND o Q Z 00 o TO GREENPORT LOCAL CODES AND IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND Np CO O NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. Q 2. ALL EQUIPMENT, WHEN APPLICABLE, IS TO BE LISTED AND LABELLED BY UNDERWRITERS LABORATORIES, INC. O FOR THE INTENDED PURPOSE OF THE EQUIPMENT. w O } Z MAIN - ROAD & YOUNGS AVENUE H �' 3. ALL MATERIAL SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. p O z w w N ' SOUTHOLD , N . Y . 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, Q `ERS S� BANK SITE SUPPORT NGCONDUITEWIRNG, CABLES LOCATE IF SSARY ALL EXPOSED AND APPURTENANCES NES AT AND MAKE COMPLETE RESTORATION OF DAMAGED LL w j E NO COST TO THE UTILITIES, OWNERS OPERATORS, f v AUTHORITIES HA � HAVING JURISDICTION AND THE ENGINEER OF RECORD. % , 173.32 . THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, z N 71 5 25' 3O" E ----- '- - - 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 <<•1 ,fl THE WORK Of 0 0 9 / O I 6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS w SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT, DEVICES AND OTHER ITEMS. I„ E� I � 2 RE o Z i V S 3 7 �I O - 7. ALL EQUIPMENT SHALL BE INSTALLED/PIPED/WIRED IN STRICT COMPLIANCE WITH THE EQUIPMENT'S v, N M P N � e- CV) MANUFACTURERS INSTALLATION INSTRUCTIONS. a o M J i y Z CL 8. A SIGN STATING "NO SMOKING WITHIN 50 FEET" SHALL BE POSTED IN THE VICINITY OF ALL MOTOR FUEL z o v N ° 29' 50'_E_ y - - MI a DISPENSING POINTS. � w 71 LL J I 50.99' I 9. TANK FILLS SHALL BE COLOR CODED IN ACCORDANCE WITH THE AMERICAN PETROLEUM INSTITUTE'S SYSTEM OF i 0 IDENTIFICATION AS IMPLEMENTED BY LOCAL CODES. o cn LOCATION OF 2,000 GALLON 10. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL AGENCIES HAVING o c S T GASOLINE SINGLE WALL STEEL JURISDICTION OVER THE WORK TO BE PERFORMED. J< TO JAMESPORT _ UNDERGROUND RAG EXST G GARAGE BLDG U ERGROU STORAGE TANK Z o �I TO BE REMOVED 11. ALL PEA GRAVEL UTILIZED TO BED AND SUPPORT UNDERGROUND TANKS, PIPING, SUMPS AND OTHER BELOWui MI _ I GRADE STRUCTURES SHALL BE WASHED, FREE FLOWING AND CONFORM TO ASTM C-,33 PARA 9.1, SIZES 6 zz l� THROUGH 8. NO MORE THAN 5% SHALL PASS THROUGH A NO. 8 SIEVE.00 u z j KEY MAP N 12. ALL WORK SHALL COMPLY WITH THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION'S PETROLEUM BULK STORAGE REGULATION 6 NYCRR PART 612-614. C m NOT TO SCALE r W 1 0 I SCOPE OF WORK o 0 1 r 111 PROJECT T II TL E 1. REMOVE THE EXISTING 5,000 GALLON FUEL OIL TANK LOCATED IN THE CONCRETE WALKWAY. r > I AREA OF 2. REMOVE ALL ASSOCIATED PIPING AND DISCONNECT PIPING JUST ON THE INSIDE OF THE O w WORK I FOUNDATION BASEMENT WALL. 3.•BACK FILL TANK EXCAVATION WITH CLEAN FILL. 4. EXCAVATE NEW TANK PIT IN DRIVEWAY AS SHOWN. �\ I 5. BED EXCAVATION WITH A MIN OF 12"PEA GRAVEL. W 6. SET NEW 5,000 GALLON DW FRP FUEL OIL STORAGE TANK IN PIT AND BACK FILL HEATING OIL STORAGE C L WITH PEA GRAVEL. > i A 7. INSTALL ONE NEW TURBINE ENCLOSURE ON COLLAR. Y 8. SAW CUT PIPING TRENCH IN EXISTING CONCRETE WALKWAY. Q LOCATION OF NEW 5K 9. INSTALL NEW FUEL OIL SUPPLY AND RETURN PIPING.TANK REPLACEMENT ''^^ I FUEL OIL. STORAGE TNK I 10.INSTALL 36" DIA CORRUGATED PIPE ON THE OTHER MANWAY. 11.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. Z 14.RESTORE CONCRETE WALKWAY WHERE TANK WAS REMOVED. MATCH EXISTING CONCRETE \\ Z THICKNESS. 15.CLEAN SITE. 0 LEGEND WATER TABLE INFORMATION � EXST"G PLANTINGS ' Q Q PRODUCT LINES DIESEL ELEVATION OF LAND SURFACE: 26.00 FT / \� 1 U/G VENT LINES A� ELEV WATER TABLE ABOVE SEA LEVEL: 05.50 FT I U I L T DRAWING_ _ _ W PROPERTY LINES I � SAN � � \ I ( DEPTH TO WATER TABLE: 20.50.,FT- { WATER SERVICE --W--W---W-- ,•F ti f ( r^ I Z Q Q FL {{ SANITARY SEWER (SITE) - - SAN - - I SOURCE FOR INFORMATION RMA ION ON LAND SURFACE ELEVATION AS _! TOWN OF SOUT�OLD TELEPHONE POLE I OBTAINED FROM GOGGLE EARTH, INFORMATION ON WATER TABLE I EXST'G FUEL OIL TOWN HALLL Q R ---� O 0 ELEVATION WAS PROVIDED BY SUFFOLK COUNTY WATER RESOURCES I ��®� UNIT'AND USGS WELL DATA. SUFFOLK COUNTY WELL DESIGNATION I STORAGE TANK �_� �/ AWL ELECTRIC SERVICE - -E - - E - 1 Z • NUMBERS S 16780.1 WAS USED ALONG WITH THE USGS LONG ISLAND I TO BE REPLACED I Environmental, Inc.WATIER TABLE WEB SITE. W I- GW MON WELL I THE WELL IS LOCATED APPROXIMATELY 2,516 FEET DIRECTLY WEST �\ 445 BROOK AVENUE, DEER PARK (L OF T'HE CAPITAL ONE BANK SITE. / NEW YORK 11729 631 586-4900 STORM DRAIN GRATE: ® \ 0 Q c� 0 U) SITE IPLAN NOTE: I �� . SC TAX MAP: 1000 61.00 0200 11 .00 f& 12.00 SOLID COVER FOR ® THE IMIFORMATION USED TO PREPARE THIS SITE PLAN WAS OBTAINED I \ I W SANITARY POOLS FROM A SURVEY COMPLETED BY THE FIRM OF RODERIC VAN TWYL, P.C. \ / DISTRICT SECTION BLOCK LOTS THE SWRVEY WAS REVISED ON OCTOBER 20, 1977, THE SURVEY // FENCE X X X DOCUM1ENTS WERE PROVIDED TO THE ENGINEER BY THE CONTRACTOR, ELEC U 0 FENLE=Y AND NICOL ENVIRONMENTAL. Z i WATER METER BOX WM -- XTRN 0 INDEX TO DRAWINGS o FL00[ FRMRD PLAIN NOTE: I U a THE S3ITE IS LOCATED IN FLOOD PLAIN X WHICH DOES NOT CARRY A UTILITY POLE FLOOD HAZARD. THIS INFORMATION WAS OBTAINED FROM FLOOD I I � UT ELEC SVC UT CV-1 TITLE PAGE W/ KEY MAP AND SITE PLAN �q PLAINI MAP NO. 361030158H AS PUBLISHED BY THE FEMA. CAPITAL ONE TO GROUND ------- - 'I -BANK BLDG A-I NEW TANK LAYOUT AND EQUIPMENT LIST T-I TANK DETAILS Q o cw P-1 PIPING SUMP EQUIPMENT LAYOUT W LIST OF ABBREVIATIONS c � i A.F.F. ABOVE FINISHED FLOOR MECH. MECHANICAL P.E. STAMP APPROVAL STAMP BLDG. BUILDING MIN. MINIMUM I` LLl W BLK. BLOCK MFR. MANUFACTURER � �: IT IS A VIOLCTION OF THE NEW YORK BLS BELOW LAND SURFACE MW MONITORING WELL STATE EDUCATION LAW FOR ANYONE TO N z � C.M.U. CONCRETE MASONRY UNIT NO., # NUMBER ALTER THIS DRAWING UNLESS WORKING O UNDER THE DIRECT SUPERVISION OF At� COL COLUMN N.T.S. NOT TO SCALE M co i PROFESSIONAL ENGINEER OR LICENSED ARCHITECT. CONC. CONCRETE O.C. ON CENTER - CDT. CONDUIT O.D. OUTSIDE DIAMETER N DIAM. DIAMETER OVHD. OVERHEAD I N CO DW DOUBLE WALLED P.V.C. POLYVINYL CHLORIDE �I uChen M`,ic'J Z DRAWING REINF. REINFORCING ' DWG. REQ'D. REQUIRED ASOPUbhCHeal!thEngineW � � � W coEA. EACH ELECT. ELECTRICAL, ELECTRIC SECT. SECTION Z z I c� , Z OB J EL., ELEV. I,I ELEVATION SPEC. SPECIFICATION �p J E.J. EXPANSION JOINT STL. STEEL S 7.40 28' 23" W 219.00' S8` 25 �� EXG. EXISTING ST. STL. STAINLESS STEEL -- - - - - - - - - - - -- EXT. EXTERIOR SW SINGLE WALLED �0 f A�� 0. } E FTG. FOOTING THK. THICK CONCRET SIDEWALK CONCRET SIDEWALK FLR. FLOOR TYP. TYPICAL ALEXANDER M. SANTINO, P.E. FRP FIBERGLASS REINFORCE PLASTIC U.L. UNDERWRITERS LABS UWM LIC. N0. NYS 58025 - GA. GAUGE VR VAPOR RECOVERY THIS DRAWING IS THE PROPERTY OF GWT GROUND WATER TABLE W.W.M. WELDED WIRE MESH BRESLAU ENGINEERING,P.C.AND ANYREPRODUCTION OR USE OF THE DRAWINGS OR DETAILS CONTAINED HEREIN WITHOUT I.D. INSIDE DIAMETER PERMISSION IS PROHIBITED. DRAWING TITLE DWG. NO. MAIN STREET (NYS RITE 25 ) PROJECT TITLE , KEY MAP cv- 1 AND SITE PLAN DATE: 01 .27 " -T .12 SCALE: 1 20' EQUIPMENT LIST CD Z Z ( M 00 q G+I r- Q O O O •-' (n .- ITEM DESCRIPTION MANUFACTURER & MODEL NO. ITEM DESCRIPTION MANUFACTURER & MODEL NO. Q STORAGE TANK,UNDERGROUND,DOUBLE CONTAINMENT SOLUTIONS,INC. FILL SPILL CONTAINMENT BUCKET,5 GAL FAIRFIELD INDUSTRIES,INC. LL1 0 �- WALLED FIBERGLASS,5K GAL CAP,2.22"DIA MOD.NO.DWT-0 TYPE 11(8'}5000 CAP,2'DIA STL FPT COUPLER,W/DRAIN MOD.NO.SC-5 �- Z coU. (� MANWAYS W/ONE 42"DIA TURBINE COLLAR PORT 0 m Z W W TURBINE ENCLOSURE PIPING SUMP, CONTAINMENT SOLUTIONS, INC. FLEX ENTRY BOOT F/3'DIA FIBERGLASS DIVERSIFIED PRODUCTS MNFG.,INC. 9 W V ROUND,42'DIA,W/LID MOD. N0. SW RTS(WT34)42 CONTAINMENT PIPE PROD.NO.U8S-3.6 -J ❑ W u- CONTROL PANEL,AUDIO VISUAL ALARMS F/ OMNTEC FLEX ENTRY BOOT F/2"DIA FIBERGLASS DIVERSIFIED PRODUCTS MNFG.,INC. HIGH LEVEL AND LEAK DETECTION,LIQUID MOD.NO.L1 PD2 VENT PIPE PROD.NO.UBS-2.4 DISTINGUISHING FOR ANNULAR SPACE HIGH LEVEL SENSOR FOR TANK OMNTEC O TEST BOOT FOR PRESSURE TESTING DPM Z PROBE MOD#L-1-S H CONTAINMENT OR SECONDARY PIPING MOD.NO.UR3.5X2.4 I,., Z,XST'G ASPHALT DRIVE WAY LEAK SENSOR PROBE,ANNULAR SPACE, OMNTEC FLEX CONNECTOR,2'DIA,FOR FUEL OIL HOSE MASTER,INC. w tr LIQUID DISCRIMINATING,FOR B'DIA DW FRP MOD.NO.PDWF-8 SUPPLY LINE,MALE X MALE CONNECTION"FIRESHIELD'MOD.NO.FSMM � CONTAINMENT SOLUTIONS TANK Z { w LEAK SENSOR PROBE,PIPING SUMP, OMNTEC ATMOSPHERIC VENT,2'DIA F/5,000 GAL OPW Ln LIQUID DISCRIMINATING MOD.NO.PDS FUEL OIL TANK,THREADED MOD.NO.23.0033 cwI N PRODUCT PIPING,2"-IN-3'DW FRP FIBERGLASS SYSTEMS Ln N O BALL VALVE,2'DIA,QTR TURN, OPW I RED THREAD 11A FULL PORT,BRONZE BODY MOD.NO.21BV-0200 Q O D- I Z p EE V NOTE: MANHOLE COVER AND FRAME ASS'Y,36'DIA, FAIRFIELD INDUSTRIES,INC. MECHANICAL ROOM AND BOILERS ARE WATERTIGHT,W/ONE INSERT FOR ACCESS MOD.NO.361WT Q Of N w LOCATED IN THE BASEMENT. STAIR WAY TO FILL PORT o_j o TO BASEMENT LIES ABOVE THE BOILER MANHOLE COVER AND FRAME ASS'Y,36"DIA, FAIRFIELD INDUSTRIES,INC. Z W 3 ROOM. WATERTIGHT W/SOLID COVER MOD.NO.360 WT O N j 2" DIA VENT TO BE a Fr 1 SECURELY ATTACHED o TO THE RED BRICK I` cr BLDG WALL w Lu (SEE DETAIL ON T-1) Z NEW 5,000 GALLON DW FRP a u_ NO. 2 FUEL OIL STORAGE TANK U Z Tn � r _ ELECTRIC SERVICE m NEW 3,500 PSI 0 28 DAY STRENGTH7 \ PANELS REINFORCED CONCRETE TANK MAT ` : w WARNING SIGN Lri MECHANICAL ROOM Q I- CONNECT TO EXST'G SUPPLY BOILERS 0 0 10, ® F - - ---- ---- ---- AND RETURN LINES IN BSMNT OMNTEC BOILER ROOM .- > __�-•�r�� N LIPD2 PANEL A ARY API PRODUCT CODE FILL PORT LEGEND o W ® t_ DBL C.O. SANITARY----','., NIT HOUSE TRAP PRODUCT/GRADE SYMBOL DESCRIPTION FILL PORT LEGEND SUPER(PREMIUM) ® RED W/WHITE CROSS THE OWNER MUST INSIDE TY MARK ALL FILL TANK. THESE UNLEADED ui CODE OF THE AMERICAN PETROLEUM INSTITUTE WHICH FOLLOWS: (INCLUOEOUTERRINGFORETNANOfa MARKINGS MUST BE CONSISTENT WITH THE COLOR AND SYMBOL u i '—' ———— SUPPLYL/NE ———— ---------- -———— — C, 3&3 8.21 THE COLORS' TO BE USED ARE. L ———— ——————— SUN (EADEDE BADE) X i -RETURN LINE -———————-�-— SEE WALL PENETRATION L BLUE W/WHITE CROSS ------SAN-------- DETAIL THIS DWG (INCLUDE OUTER RING FOR ETHANOL) X ❑ HIGH GASOLINE..............................RED X ❑ MIDDLE GASOLINE...........................BLUE ♦^ i ❑ LOWER GASOLINE............................WHITE C/, UNLEADED /^ ' (INCLUDE DUPER RING FOR EDIANOIJ ❑ MIDDLE UNLEADED GASOLINE.... BLUE w/WHITEREGULAR WHITE W/BLACK CROSS E3 HIGHER UNLEADED w/WHITE C CROSS Z ROSS i �\ ❑ LOWER UNLEADED GASOLINE..........WHITE w/BLACK CROSS E3 / .' , ❑ VAPOR RECOVERY..............-...........oTRANCE ® ❑ / FUEL OIL............................._...YELLOW 1 I HEATING 8 FUEL OIL GREEN ❑ DIESEL........................-. N0.2 GRADE 1 ...-...........PURPLE w/YELLdN BAR ® '2 FUEL OIL ..:: �:� ...........� O❑ KEROSENE.-....--...-...,... .«........BROWN THE SYMBOLS TO BE USED ARE: A CIRCLE FOR GASOLINE DIESEL FUEL ® YELLOW PRODUCTS AND VAPOR ALL OTHER DISTILLATES. AA BCNtDERST BE AIP NTEDFOR m Q • AROUND FUEL PRODUCTS CONTAINING EXTENDERS SUCH ` AS ALCOHOL. THE BORDER WALL BE BLACK AROUND A r KEROSENE, BROWN WHITE SYMBOL AND WHITE MOUND ALL OTHER COLORS. DIESEL NO.1 W \ OUTLINE OF REMOVED TANK THE SYMBOLS TO BE USED ARE: Z Z 1. A CIRCLE FOR GASOUNE PRODUCTS AND VAPOR RECOVERYUNES SANITARY WASTE OIL PURPLE z. A HEXAGON FOR AuOTHER asT/LurEs •' LEACHING O 0 F100L A BORDER MUST BE PAINTED AROUND FUEL PRODUCTS CONTAINING EXTENDERS SUCH ASALCOHOL. .. ® THE BORDER SHALL BE BLACK AROUND A WHflTE SYMBOL AND HMFTE AROUND ALL VAPOR RECOVERY ORANGE OTHER COLORS TANK LAYOUT AND PROPOSED PIPING INSTALLATION Q 0 O SCALE: 1/8"=1'-0" 1..� Z i 4 FUEL OIL PIPING NOTE: AS� BUILT DRAWING PL ND RETURN PIPING THAT CONNECT TO THET HE FUEL OIL SUP Y A TWO BOILERS RUN ALONG THE MECH EQUIP ROOM CEILING UNTIL THEY ARE TO EXIT THE MECH 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 ROOM. CONNECT TO EXST'G FUEL OIL EXTERIOR SIDE OF CONCRETE SUPPLY AND RETURN PIPING FOUNDATION WALL EXST'G DBL CLEAN OUT IN BASEMENT MECH EQUIP RM HOUSE TRAP RUN NEAR CEILING OF MECH EQUIP RM Cb GRADE En VI c\I / O■ I I / I V I /tal I/ ■C• O c 445 BROOK AVENUE, DEER PARK W EXST'G SANITARY LINE TO SEPTIC TANK AND NEW YORK 11729 (631)586-4900 LEACHING POOLS APPROVAL STAMP W 2'-IN-3' DIA DW FRP ELECTRIC PANELS IT IS A VIOLATION OF THE NEW YO E tl STATE EDUCATION LAW FOR ANYONE TO FUEL OIL SUPPLY PIPE ��, ALTER THIS DRAWING UNLESS WORKING ` CLEAR PLANTING CONNECT TO EXST'G FUEL OIL UNDER THE DIRECT SUPERVISION OF A 0 SUPPLY AND RETURN PIPING EXST'G F.O. SUPPLY PIPE RUN CLOSE PROFESSIONAL ENGINEER OR LICENSED v? ARCHITECT. IN BASEMENT MECH EQUIP RM TO MECH EQUIP ROOM CEILING 2"-IN-3'DIA DW FRP \vr' FUEL OIL RETURN PIPE G coLo (SEE NOTE 1) �P'�4 OF NEry Fpo M EXST'G F.O. SUPPLY PIPE RUN Cj �OER CLOSE TO MECH EQUIP CEILING co NOTE 1: c7 Q N Z OQ M = W THE FUEL OIL RETURN PIPING MAY BE I'DIA ' 0 R STEEL PIPE.THE CONTRACTOR IS TO CHECK ALL PIPING SIZES PRIOR TO INSTALLING THE �►� i' RETURN PIPING. THE CONTRACTOR IS TO $8b25 WEATHERPROOF CAULKING MATCH EXISTING PIPE SIZES IN THE MECH BTWN PIPE SLEEVE AND EQUIP ROOM. S S 101A 3' DIA CONTAINMENT PIPE ALEXANDER M. SANTINO, P.E. ' EXST'G F.O. RETURN PIPING RUN LIC. NO. NYS 58025 4'DIA SCH 40 GALV CLOSE TO MECH EQUIP ROOM CEILING THIS DRAWING IS THE PROPERTY OF BRESLAU ENGINEERING,P.C.AND ANY STEEL PIPE SLEEVE REPRODUCTION OR USE OF THE DRAWINGS (TYP 2) OR DETAILS CONTAINED HEREIN WITHOUT BELL X THRD'D FRP TO STEEL PERMISSION IS PROHIBITED. AIR TEST NOTE PIPE ADAPTER,2'DIA DRAWING TITLE DWG. NO. : ALL PRIMARY AND SECONDARY PIPING TEST BOOT W/AIR VALVE TO IS TO BE PRESSURE TESTED IN BE PULLED BACK AFTER AIR ACCORDANCE WITH SUFFOLK COUNTY TESTING OF CONTAINMENT PIPE DEPARTMENT OF HEALTH SERVICES PIPE TESTING PROTOCOL. PILAN VIEW ELEVATION TANK LAYOUT AND _ PIPE PENETRATION DETAIL Al � NOT TO SCALE EQUIPMENT LIST DATE: 06.18.08 SCALE: 1" = 10' i i TANK INSTALLATION NOTES 0 A. GENERAL o o Z CO o SHELL CODES: 2-E8DO4SD o 22" FLGD. 00 o 42" CONTAINMENT COLLAR (2 TYP.) I. PROPER INSTALLATION OF A DOUBLE WALLED FIBERGLASS TANK IS CRITICAL. DOUBLE WALLED FIBERGLASS TANKS MUST BE Q INSTALLED BY A MANUFACTURER'S CERTIFIED TANK INSTALLER WHO HAS THE COMPETENCE, EQUIPMENT AND EXPERIENCE TO w/5-4" NPT FTGS. a SUCCESSFULLY COMPLETE A QUALITY INSTALLATION. (2 ')TYP.) 2. PROPER INSTALLATION OF EACH TANK IS ESSENTIAL TO ENSURE THE SASFEY OF ALL THE INDIVIDUALS INVOLVED IN THE H Z 20 8"R TANK INSTALLATION, TO PREVENT TANK DAMAGE AND OR FAILURE LEADING TO PRODUCT LOSS AND SUBSEQUENT m LL (�-9�� ENVIRONMENTAL DAMAGE AND TO VALIDATE THE TANK STRUCTURAL WARRATY FOR UNDERGROUND PETROLEUM STORAGE p 0 O ® ® 3. FIBERGLASS ' 0 J Q 2' 4. ANY VARIANCES NTO, OR DEVIATIONS LFROM THE PUBLISHED INSTALLATION RINSTRUCTIONS M SBS ENAPPROVED BY AND TANK U. U- MANUFACTURER IN WRITING PRIOR TO INSTALLATION. 5. 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 PETROLEUM BULK z NEW 36" DIA CORRUGATED STORAGE REGULATIONS, SPECIFICALLY 6 NYCRR PART 614. z PIPE IN LIEU OF PIPING SUMP B. WARRANTY ACTIVATION NEW 8 THK REINFORCED SW R7S (Wr34) 42-4 22" DIA MA I-• " o WATERTOGHT TANK SUMP SOLID COVER FITTED C � (2 TYP.) WITH 5=4" DIA BUNGS I. TO ACTIVATE THE TANK'S 30-YEAR STRUCTURAL WARRANTY FOR UNDERGROUND PETROLEUM STORAGE, THE PUBLISHED z ' 4' ANNULAR SPACE FTC. CONCRETE TANK MAT INSTALLATION INSTRUCTIONS MUST BE FOLLOWED. V)) (HILLSIDE) 2. THE INSTALLATION CHECKLIST (CONTAINMENT SOLUTIONS LIST NO. INST 6002) MUST BE PROPERLY COMPLETED, SIGNED BY u THE INSTALLING CONTRACTOR'S REPRESENTATIVE AND THE TANK OWNER'S REPRESENTATIVE. N to VENT 3. THE INSTALLATION CHECKLIST MUST BE RETAINED BY THE TANK OWNER AND/OR INSTALLING CONTRACTOR TO VALIDATE ANY O SPARE DEF II FUTURE WARRANTY CLAIM. a o F- J CL 2, low ,�; FILL ��I \ SPARE 2 C. HANDLING AND PREPARATION z o U I SUPPLY ; c N I. THE TANK OWNER IS REPSONSIBLE FOR RIGGING, UNLOADING AND SECURING THE TANK. W O J 7'-8' I.D (; _ _ / I_ "/ - - - I I'_$" 2. ALL FIBERGLASS TANKS MUST BE MECHANICALLY U NLOADED. THEY MAY NOT BE SELF-UNLOADED BY THE DELIVERY TRUCK zz w `t .� ASLD �. DRIVER. SPARE \;, ,�� 3. TEMPORARY STORAGE OF THE TANKS AT THE JOB SITE REQUIRE THAT THE TANKS BE PLACED ON SMOOTH GROUND WITH NO a EE 8'-0 O.D. PROTRUDING ROCKS OR HARD OBJECTS THAT MAY PUNCTURE OR DAMAGE THE TANK SHELL. o a • • I HIGH I I 4. THE TANKS MUST BE CHOCKED WITH SANDBAGS. -)U_ 5. TIE THE TANKS DOWN IN HIGH WIND CONDITIONS TO PREVENT THE TANKS FROM SHIFTING OR OTHERWISE DAMAGED. z LVL SPARE 6. WHEN THE TANK MUST BE ROLLED FOR AIR/SOAP TEST, ROLL ONLY ON SHIPPING PADS OR SMOOTH SURFACE AND ENSURE THE NEW 42" O.D. FIBERGLASS FITTINGS AND COLLARS DO NOT COME IN CONTACT WITH THE GROUND, z U_ PIPING SUMP ON MOUNTING NEW 5,000 GALLON DW FRP 7. IN FREEZING CONDITIONS, PROTECT COLLARS FROM WATER ACCUMULATION. FREEZING WATER MAY CAUSE FREEZE DAMAGE. mo u z 1 2 3 4 5 6 COLLAR UNDERGROUND STORAGE TANK 8. USE ONLY LIFTING EQUIPMENT TO MOVE TANKS. LIFT TANK USING ALL LIFT LUGS PROVIDED ON THE TANK. NO SHORTCUTS SHOULD BE TAKEN. FOR FUEL OIL STORATE 9. DO NOT USE CHAINS OR CABLES AROUND TANKS AS THIS COULD DAMAGE THE SHELL EXTERIOR. U) 11 1/8" 16-1/2' Q m it-10 1 4" TYP. D. BED AND BACKFILL N 1 W 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 7/8" BACKFILL MAY RESULT IN TANK DAMAGE. L Q j 2. REPLACE ALL EXCAVATED NATIVE SOIL WITH APPROVED BACKFILL OF PROPER SIZE AND GRADATION. USE BACKFILL WHICH o 16'-9" A B MEETS ASTM C-33 FOR QUALITY AND SOUNDNESS. A-1 A-1 21 3, REQUIRE THAT BACKFILL SUPPLIER CERTIFY THAT THE BACKFILL MATERIAL MEETS THIS SPECIFICATION. 4. KEEP BACKFILL DRY AND FREE OF ICE IN FREEZING CONDITIONS. o w 5. USE ONLY PEA GRAVEL OR CRUSHED STONE. w 6. PEA GRAVEL MUST CONSIST OF CLEAN, NATURALLY-ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZES OF NOT LESS THAN I 1/8" OR MORE THAN 3/4" IN DIAMETER. 7, FOR PEA GRAVEL, NO MORE THAN 5% MAY PASS THE #8 SIEVE AND DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 LBS/FT3. NOTES: Product Code: 8D05SD36 Active Date: 12 03 09 �'� PLAN VIEW - NEW 5 000 GALLON FUEL OIL TANK 8. CRUSHED STONE OR CRUSHED GRAVEL MUST BE WASHED WITH ANGULAR PARTICLE SIZE NOT LESS THAN 1 /8" OR MORE THAN ® HOLD DOWN STRAP CLIP # DWT-6 TYPE II 8 5000 Os 2s 08 i - / / I /2" IN SIZE. Order #: Oty: DIV""BY: SCALE: 318"= f-0" 9. FOR CRUSHED STONE OR CRUSHED GRAVEL, NO MORE THAN 5% MAY PASS THE #8 SIEVE AND DRY GRAVEL DENSITY MUST BE t HOLD DOWN STRAP LOCATION MCIND00 ASSOCIATES R.MOEN A MINIMUM OF 95 LBS/FT3. City: State: CAPACITY. 10. DO NOT MIX APPROVED BACKFILL WITH SAND OR NATIVE SOIL OR BACKFILL TANKS WITH SAND OR NATIVE SOIL. Q TYPE "13" LIFT LUG - SD Dellivery Date: Rep: �, 4,947 TYPE "13" LIFT LUG - HD CONTAINMENT ,wy T o+Mc E. PRE-INSTALLATION TESTING It SOLUTIONS 2950/3600 12354.DWG ♦♦Q I. IMPORTANT! DO NOT PRESSURIZE TANKS OVER 5 PSIG SINCE TANK DAMAGE OR PHYSICAL INJURY CAN RESULT. VJ 2. A VISUAL AIR/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 DISHWASHING DETERGENT. 4. FREEZING CONDITIONS SOAP SOLUTION - SUBSTITUTE I GALLON OF AUTOMOTIVE WINDSHIELD WASHER SOLUTION FOR i z GALLON OF WATER. 5. 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 O BUBBLES. PITCH REINFORCED CONCRETE TANK F. SIZE OF TANK EXCAVATION MAT AWAY FROM MANHOLE COVERS NEW 8" THIICK REINFORCED CONCRETE: TANK SLAB TO AT A MIN OF 1/8" PER FOOT I. TANKS THAT HAVE ARE 4' TO 10' IN DIAMETER REQUIRE THAT A MINIMUM OF 18" OR PREFER!RABLE 24" SPACING BE Q EXTEND 2" BEYOND TANK EDGE MAINTAINED BETWEEN ADJACENT TANKS AND BETWEEN THE SIDE WALLS AND END WALLS OF THE EXCAVATION. W Z ■ (SEE TANK( DETAILS FOR PATCH ASPHALT AS 2. IF TANKS.ARE TO BE ANCHORED, A MINIMUM CLEARANCE OF 24" BETWEEN TANKS IS REQUIRED. Z DIMENSIbDNs) MAINTAIN 2" MIN NEEDED AT THE EDGES 3. UNDERWRITERS LABORATORY (UL) SPECIFIES THAT THE DEPTH OF COVER OVER A FIBERGLASS TANK CANNOT EXCEED 7 FT. Z Q EXCAVATION MUST BE DEEP ENOUGH TO ALLOW THE TANKS TO BE BEDDED WITH A MINIMUM OF 12" OF PEA GRAVEL OR CLEARANCE OF THE CONC TANK MAT O Q ■� i CRUSHED STONE AND A MINIMUM COVER OF 24" OR 12" OF BACKFILL PLUS 4" OF REINFORCED CONCRETE. Q 2 4. CONCRETE TANK MAT MUST EXTEND A MINIMUM OF 12" BEYOND THE TANK PERIMETER IN ALL DIRECTIONS. 20 -9 J Q j .,• ,,; ;� G. FILTER FABRIC O O 2'DIA OR 4"DIA FILL PORT I NOTE I: "' '•!. 4�; : . '� ".' :•.s'..�. 1 (SEE NOTE 6 AND FILL PORT NOTES) _• { THE NEW REINFORCED CONCRETE TANK MAT FILL SPILL CONTAINMENT BUCKET \�� :; `' ' \MEN I. FILTER FABRIC ALLOWS THE PASSAGE OF WATER BUT HELPS PREVENT THE MIGRATION OF (GRAVEL BACKFILL INTO NATIVE17 SHALL BE 3,500 PSI CONCRETE AT 28 DAYS 5 GAL CAP. SCDHS APPR'VD -_-- - \//\��. .,e ''': .,'' - '':;. `:• �\/ 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 STRENGTH AND SHALL BE REINFORCED WITH FAIRFIELD INDUSTRIES, INC. HOSE MASTER FIRESHIELD / y� : >.,' y• \/\•G 6X6 WELDED WIRE MESH PLACED MIDWAY AT MOD. N0, SC-5 2"DIA FLEX CONNECTOR 4'DIA GALV STEEL RISER /��';,': t >/ \\ \� \\\ GROUND WATER LEVELS, TANK INSTALLATION IN UNSTABLE SOILS SUCH AS MUCK OR BOG AND IN WATER CONDITIONS WITH F/DEFLECTION PORT(SEE NOTE 4) �\/\� ;: t'••' \/ SLAB DEPTH. MINIMUM CONCRETE COVER OVER MH COVER AND FRAME ASS'Y,36'DIA, /\\f/�\ s• /\\z z „ SILTY SOIL. THE REINFORCING MESH SHALL BE 3". WATERTIGHT W/ONE INSERT EXPLOSION PROOF MANHOLE COVER AND FRAME ASS'Y,38"DIA, /f � .+ '*.5 ' ' ;i'•: `SEE~' if/\C 30 MIN BURY DEPTH 3. THE TANK EXCAVATION SHALL BE LINED WITH FILTER FABRIC ON THE SIDES AND BOTTOM IIF NEEDED. Q Q FAIRFIELD INDUSTRIES, INC. - WATERTIGHT,SOLID COVER W 10'SKIRT \�� , •' \\' `� 4. FILTER FABRIC PANELS WILL OVERLAP ADJOINING PANELS A MINIMUM OF 12". O NEW 8"THICK REINFORCED CONCRETE ELECTRICAL J 80X / 1 / 1 C NOTE 2: TANK MAT EXTENDING MIN 2' BEYOND MOD. N0. 361 WT FAIRFIELD INDUSTRIES, INC. ": ' • ';' `.NOTE A ;.: .A", v c (JJ W/EY SEALS AS \ \\\ \�\ ALL LEAK DETECTION SENSORS WITHIN PIPING EDGE OF NEW 1fANK (SEE NOTE 1) F.O. SUPPLY PIPING PER NFPA 70(NEC) MOD. N0. 380 WT ��/>��y•: ; •;,::. M : :•�•' ;t`.;•, �� / SUMPS SHALL BE SECURELY FASTENED IN PLACE \\�/\j/ AND SHALL BE SET NO MORE THAN 1/2'ABOVE ah••• •'• /\�\ THE SUMP FLOOR. WRAPPING SENSOR LEAD WIRES MAINTAIN 2'MIN A 2'-IN-3"DIA DW B 36'DIA CORRUGATED ;\\f�\` ,•,:';:'•` \f\� FRP RETURN STEEL PIPE W/FOAM \�\ ` • ^5•:.;, " \\f\\� AROUND METAL PIPING OR CONDUIT INSIDE THE \ PIPING SUMPS IS PROHIBITED. CLEARANCE BTWN A-1 PIPING / ` ,}T'; „ SKIRT AND SUMP COLLAR A-1 BLOX BENEATH THE � \�• :.,: •. ..: NOTE 3 8 BOTTOM EDGE TO /�/ (SEE NOTE 7) PROTECT THE FRP SHELL THE HIGH LEVEL ALARM SETTING FOR " .. • ° a. p ° .• a •• ° / / '\\ 0 LIMIT OF TANK EXCAVATION THE MAG PROBES SHALL BE SET AT 9096 • ;t OF THE NOMINAL CAPACITY OF THE TANK. 1• \�f\\��`, NEW 5K DW FRP _ /\ ASIIIIIIIIIIIIBUILT DRAWING#2 0 ANK NOTE 4: T THE 4'DIA DEFLECTION PORT SHALL BE INSTALLED 42'O.D. WATER TIGHT TANK-S { ' ry` ^' PEA GRAVEL BACKFILL IN A BUNG ON THE CENTERLINE OF THE TANK. SW RTS(OT34)42-4(2 TYP) . ;',.:": '. TO THE UNDERSIDE OF THE PORT CAP CAN BE NO MORE THAN 12' (SEE NOTE 5) :•'; ; j "• THE NEW TANK MAT /\/�\/ . % \� 11 MIN SEPARATION DISTANCE BENEATH THE MANHOLE COVER. \ I S y �'/ f/ BTWN TANK SHELL AND �� Q r. I \\/ 8� \/ EDGE OF EXCAVATION ' FOAM BLOCKS /BOARDS." - /( f\/ NOTE 5• `' �'' / ,.. ; • NEW 5,000 GALLON DW FRP 0 N THE ARRANGEMENT OF EQUIPMENT IN THE PIPING :f: #2 FUEL OIL STORAGE TANK / •. / SUMPS SHOWN ON THESE DRAWINGS ARE ONLY TO :1; I I I " .`' S �\\� 't'• �� Environmental Inc... W/ UL 1316 LABEL / ✓ ' LOCATE THE SUBMERSIBLE PUMPS AND FILL PORTS. I"a I FLEXIBLE ENTRY BOOT REFER TO THE PIPING SUMP DIAGRAMS ON DWG P-I :'t:,„�. FOR ACTUAL EQUIPMENT LAYOUTS. FOR 3"DIA FRP PIPE 2•DIA FRP \\f\\ �; f/ 445 BROOK AVENUE, DEER PARK OMNTEC PDS LIQUID \ VENT LINE �ff/�� /f// NEW Y RK NOTE 6: ";,,,: •.: I ", \\f\\, \\��\,� O 11729 �631)586-4900 0 C DISCRIMINATING LEAK OMNTEC L-SERIES FOR HIGH I "' ;•:. \\ / ((�� MAINTAIN A MINIMUM V SEPARATION BETWEEN THE TOP RIM OF i I SENSOR PROBE '•• •Y ��j ;.` •)_EVEL ALARM SETTING `JJ THE FILL SPILL BUCKET AND THE BOTTOM OF THE MANHOLE ,� ''•';t I I I (SEE NOTE 2) � ' • :,',•, "' //\/ PEA GRAVEL BACKFILL TO UNDERSIDE COVER. 12'-4" ',(SEE NOTE 3) .'t __ U I 4' DIA DROP LIMIT OF EXCAVATION OF NEW CONCRETE TANK MA 7 THE FILL PORT CAP SHALL BE SET NO MORE THAN 9"BENEATH �. TUBE FILL PIPE / ' / / THAT MEETS ASTM C-33 SPEC W �• v' .\ :::. /�i\ APPROVAL STAMP i THE ACCESS COVER TO FACILITATE A SAFE AND EFFICIENT 1 (SEE NOTE 6) ,:'t.• / /� �}' DELIVERY OF PRODUCT TO EACH COMPARTMENT OF THE TANK. 2'DIA GA \\\ IT IS A VIOLATION OF THE NEW YORK SUCTION LINE I I I �y. / •7•-i'•v i i i�•�i v •i •�'�,.';�.:�� %�i�. _ a / /f/// /// `/ / / / / / / /` / / ��: `\N �� f�\/ STATE EDUCATION LAW FOR ANYONE TO THE DIAMETER OF THE FILL PORT PIPING SHALL BE DETERMINED i I 1 �5 v 18' MIN \ \/\\��\ \\�\\��\�\\�\/\��\\�\ \ \�\\�� \\ \�\\\ \%�\��\� UALTER THIS DRAWING NDER THE DIRECT SUPERVISION OOFIAG co t~^ IN THE FIELD BASED ON HOW THE FUEL OIL IS DELIVERED. i 1 (.I w I �\\\\\ /\f\f/\/f\//\f/\//��\ff\f/\//�\f/\ff\f,�\// f\//\/ f\f/\ / \ \\ PROFESS( DI ENGINES vJ N A 4'DIA FILL PORT SHALL BE USED IF THE FUEL OIL IS DELIVERED I I 1 •:',.�IJ ', ta_ MINIMUM SEPARATION 'aJ�\ \\ \f�\ \\f\\�\ \/ \//��//��I?�%/��//� \ \ . / / 0 R OR LICENSED Q BY GRAVITY DROP. A 2"DIA FILL PORT SHALL BE USED IF THE ' I I U" Y�t BTWN TANK SHELL AND /j\vy 1' ARCHITECT. C� I� I :• � ' ~ '` "'' SIDES OF EXCAVATION 12 co FUEL OIL IS DELIVERED BY PUMP. r u :>` �Q'��C OF NFL, c'`� �- M NOTE 7: -,`: 6' MI I _ TA14K EXCAVATION NOTE: C10 R ,� O Uj co THE TOP EDGE OF THE PIPNG SUMP SHALL TERMINATE AT A ,• •:, 6 MIN : ;' co THE CONTRACTOR WILL USE A TRENCH BOX TO PREVENT 1 O, J HER THAN HE MANWAY SKIRT AND SHALL '•. . •'•.:•• POINT THAT IS HIGHER T T M •' '" •' • I �_ MAINTAIN A MIN OF 2'CLEARANCE BETWEEN THE MANWAY i•,• _: �•" •. THE WALLS OF EXCAVATION FROM CAVING INTO THE J O � Z SKIRT AND THE COLLAR OF THE PIPING SUMP. "s .y • TANK PIT. OSHA SAFETY RULES APPLY. c� 4 � oc t THE MANWAY SKIRT SHALL BE A MINIMUM OF 4'IN DIAMETER •>• :. :•, :;,' - LARGER THAN THAT OF THE PIPING SUMP COLLAR. "' "`"• • LIQUID DISCRIMINATING �� E FILL PORT NOTES: FACTORY INSTALLED ANNULAR SPACE SENSOR 12"MIN PEA GRAVEL s802�j Q OMNTEC MOD. NO. PDWF BEDDING FOR TANK N07E A: '10 't IMPACT PLATS BENEATH THE HEIGHT OF THE PIPING SUMPS SHALL NOTE B: FFSSIONP�' �. NOS I. EACH FILL PORT MANHOLE SHALL BEAR A LABEL ALL TANK OPENINGS THE DEPTH TO THE GROUNDWATER TABLE INDICATES i - - DEPEND ON THE INSTALLATION DEPTH. THAT GROUNDWATER WILL NOT IMPEDE THE SETTING SECURELY MOUNTED INSIDE THE MANHOLE STATING 16'-9" THE: SUMP HEIGHT WILL NOT BE LESS THAN AND BEDDING OF THE TANKS. ALEXANDER M. SANTINO, P.E. THAT THE TANK WAS INSTALLED IN ACCORDANCE WITH NYS 6 NYCRR PART 614. 24"' INORDER TO MAINTAIN MIN BURIAL DEPTH LIC. N0. NYS 58025 2. THE LABEL SHALL ALSO IDENTIFY THE PRODUCT 19'-9" OF 30"• THIS DRAWING IS THE PROPERTY OF BEING STORED AND THE NOMINAL CAPACITY OF THE BRESLAU ENGINEERING,P.C.AND ANY TANK. REPRODUCTION OR USE OF THE DRAWINGS OR DETAILS CONTAINED HEREIN WITHOUT 3. THE LABEL SHALL BE CLEARLY VISIBLE TO ANYONE PERMISSION IS PROHIBITED. MAKING A DELIVERY TO THE TANK. 4. EACH FILL PORT MANHOLE COVER SHALL BE ELEVATION - NEW 5,000 GALLON FUEL OIL TANK DRAWING TITLE DWG. N0. PROPERLY COLOR CODED IN ACCORDANCE WITH THE 'TANK BED EXCAVATION DETAIL API PRODUCT CODE ON DWG SP-1. SCALE. 318"_ V-0" /� C 5. THE COLOR CODING SHALL BE CLEARLY VISIBLE TO )NOT TO SCALE ANYONE MAKING A DELIVERY TO THE TANK. 6. THE TANK OPERATOR/OWNER IS RESPONSIBLE FOR T- 1 Al MAINTAINING THE COLOR CODE PAINT AND IF FADED, TANK AND PIPING DETAILS SHALL BE REPAINTED. DATE: 1 02.10.12 SCALE: AS NOTED IN DETAILS N PIPING NOTES o � Co o Z CO o o < Co A. PRODUCT PIPING 2*-IN-3*DW FRP PIPING FLEX ENTRY BOOT I. THE INSTALLATION AND PLACEMENT OF PIPING SHALL CONFORM WITH NFPA #30, 30A, NYS DEC REGULATIONS, SCDHS d FOR FUEL OIL SUPPLY DPM PROD. N0. U8S-3.6 INSTALLATION GUIDELINES AND GOOD INDUSTRY PRACTICE. TO EXST'G BOILERS (SEE NOTE 5) PIPING SUMP 2. FIBERGLASS PIPING AND FITTINGS SHALL BE LISTED WITH UNDERWRITERS LABORATORY AND SHALL BE COMPATIBLE WITH THE Z m LL• C9 WALL PRODUCTS TO BE STORED IN THE TANKS. Co Z Ull FLEX ENTRY BOOT F/ w 3'FRP PIPE THREAD X BELL FIBERGLASS OLLI j i DW PIPE TEST BOOT W/AIR VALVE 2'DIA FRP VENT LINE TO STEEL PIPE ADAPTER 3. ALL PRODUCT PIPING SHALL BE 2" DIAMETER FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN C.) III (SEE NOTE 2) (SEE NOTE 3) ENGINEER. LL LLL I I PITCH PIPE BACK I I I 4'DIA FILL PORT FOR FLEX ENTRY BOOT F/ TO PIPING SUMP 4. ALL CONTAINMENT OR SECONDARY PIPING SHALL BE 3" FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE I I 1 2'DIA BELL X THRD'D FRP GRAVITY DROP ONLY 2'DIA BELL X THREAD I 2•FRP PIPE DESIGN ENGINEER. TO STEEL PIPE ADAPTER FILL OPERATIONS STL TO FRP ADAPTER ------------------- 5. VENT AND VAPOR RECOVERY PIPING SHALL BE 2" DIAMETER FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY z j OMNTEC L-1 SERIES SENSOR FOR 36•DIA CORRUGATED STEEL DEFLECTION PORT RISER 2'DIA OTR TURN BALL VALVE HIGH LEVEL ALARM SETTINGS PIPE W/FOAM BOARD/BLOCKS H (SEE NOTE 4) THE DESIGN ENGINEER. ON SUPPLY LINE ONLY m (SEE NOTE 5) BENEATH BOTTOM EDGE TO IL 6. FIBERGLASS PIPE SHALL BE EITHER RED THREAD II AS MANUFACTURED BY SMITH FIBERCAST 0 e \ a RO K SHELL e o . w Z 2HOSE'DIA FLEX CONNECTOR ° o ° 7. ALL PIPE SHALL BE ASSEMBLED USING THE MANUFACTURER'S SPECIFIED FITTINGS AND GLUED TOGETHER WITH ALCOHOL w (2 TYP)ASTER'FIRESHIELO• o �� °/// ��\° COMPATIBLE ADHESIVE SYSTEMS. u N TANK e I/ ° --- ° / \ e ,4 - Z CENTER C - -___ TANK I I 8. SPECIAL INSTALLATION PROCEDURES MAY BE REQUIRED WHEN INSTALLING FITTINGS AND COUPLINGS IN COLD WEATHER. v°i N LINE `t ° \ % ° LEINTER C� _ �1 _ _ �I . _ TEST BOOT MANUFACTURER'S INSTRUCTIONS MUST BE FOLLOWED WITH COLD WEATHER INSTALLATIONS. a ~ 4" INSIDE o �• \ / OUTSIDE DPM PROD. NO. UR3.5X2.4 a e \ / e SUMP SUMP 9. PRODUCT SUBSTITUTIONS CAN ONLY BE MADE BETWEEN APPROVED PIPING SYSTEMS AND ONLY WITH THE APPROVAL OF THE Z o N 2"-IN-3" DW FRP z ° 2'-IN-3'DIA DW FRP ° i ° AGENCY HAVING JURISDICTION AND THE STORAGE FACILITY OWNER. F/RETURN PIPING e�� a PRODUCT PIPING a o 2'DIA PIPE UNION ° e (SEE NOTE 3&5) o U- -1 10. RESERVED. O w \ RISER F/ANNULAR NOTES: Z w SPACE LEAK SENSOR B. INSTALLATION uI. THE PRODUCT PIPING SHALL BE PITCHED BACK TO I. ALL FIBERGLASS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. v M EXPLOSION PROOF J-BOX THE PIPING SUMP AT ,A MIN SLOPE OF 1/8" PER FOOT. MIXING AND MATCHING DIFFERENT SYSTEM COMPONENTS FROM DIFFERENT MANUFACTURERS IS STRICTLY PROHIBITED. LL ENTRY FITTING FOR FOR CLASS 1 DIVISON 1 I 2. THE AIR TEST BOOT SHALL BE PULLED BACK AFTER z ELECTRICAL CONDUIT ENVIRONMENTS AS PER NEC tr COMPLETION OF THE ,AIR TEST OF THE SECONDARY 2. FIBERGLASS PIPING THAT IS INSTALLED BELOW GROUND SHALL BE SITUATED WITHIN A TRENCH THAT WILL PROVIDE SOUND wuj SUPPORT AND PROTECT THE PIPING FROM VEHICULAR DAMAGE, EROSION OF BEDDING AND BACKFILL MATERIAL, FLOATATION IN ( J OR CONTAINMENT PIPIE. z U- OMNTEC PDS LEAK DETECTION 3. THE PRIMARY FIBERGLLASS PIPE SHALL NOT EXTEND HIGH GROUNDWATER CONDITIONS AND MISALIGNMENT OF SYSTEM COMPONENTS OVER TIME. THE MINIMUM BURIAL DEPTH SHALL =o EY SEAL FITTIING SENSOR ELEMENT(SEE NOTE 1) BE 18". = z INTO THE PIPING SUMIP MORE THAN 12 BEFORE BEING 3. ALL FIBERGLASS PIPING SHALL BE BEDDED WITH NO LESS THAN 6" OF PEA GRAVEL. BACKFILLING SHALL ALSO BE PEA GRAVEL AS PER NEC CHANGED TO GALVANIIZED STEEL PIPE. TO THE TOP OF THE TRENCH. cn �THE BUCKET SHALL BE FITTED WITH A LABEL a m i NOTE 1: NOTE S I� 4. PRODUCT PIPING SHALL BE INSTALLED SO THAT IT DRAINS BACK TO THE TANK. PIPING SHALL BE INSTALLED AT A MINIMUM a THE LEAK DETECTION SENSOR ELEMENT SHALL BE B DRY SUMP PIPING LAY OUT THAT GIVES THE NOMINAL CAPACITY OF THE TANK, PITCH OF 1/8" PER FOOT OF PIPE RUN. CONTAINMENT PIPING SHALL BE INSTALLED SO THAT ANY LEAKAGE DEVELOPING IN THE I SET BENEATH THE TOP RIM OF THE CONTAINMENT COLLAR. PRODUCT WAS N AND THAT TORED AND YEAR THE THETANK WAS INSTALLEDKN ACCORDANCE /q-� SCALE: 3✓4 1 0 DETAIL - 2"-IIN-T DW FRP PIPE SUMP ENTRY PRIMARY PIPE SYSTEM WILL BE CAPTURED BY THE CONTAINMENT PIPE AND DRAIN BACK TO THE PIPING SUMP OR IN-LINE r- H THE SENSOR ELEMENT SHALL BE SECURELY MOUNTED " _ �_ " INSIDE THE PIPING SUMP. WRAPPING THE LEAD WIRE WITH 6 NYCRR PART 614. NOT TO SCALE TRANSITION SUMP OR OTHER LOW POINT WHERE IT WILL BE DETECTED BY AN ELECTRONIC LEAK DETECTION SYSTEM OR BE Q AROUND PIPING IS PROHIBITED. OBVIOUSLY VISIBLE TO THE OPERATOR. o 0 1 5. ALL SECONDARY OR CONTAINMENT PIPING TEST BOOTS SHALL BE PULLED BACK FROM THE PRIMARY PIPE SO THAT A CLEAR NOTE 2: NOTE 5: OPENING IS PROVIDED THROUGH WHICH ANY LEAKED PRODUCT CAN DRAIN TO THE PIPING SUMP, IN-LINE TRANSITION SUMP OR > THE FILL PORT CAP CAN NO LOWER THAN 9' THE HIGH LEVEL ALARM SHALL BE SET AT 90%OF THE BENEATH THE MANHOLE COVER TO ALLOW EASY ACCESS SS OTHER LOW POINT TO BE MONITORED. O LtJ FOR PROPER FILLING OF THE TANK. CAPACITY OF THE TANK. cc 6. 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 ! A "WET' PIPING SUMP LAY OUT PIPING IS BELOW. A-1 SCALE: 3/4" = 1'- 0" 1 7. RESERVED C. TESTING U) I. ALL FIBERGLASS PIPING SHALL BE PRESSURE TESTED PRIOR TO BACKFILLING. THE AGENCY HAVING JURISDICTION MAY vv/./�/ REQUIRE THAT A REPRESENTATIVE FROM THE AGENCY WITNESS THE TEST AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR V TO SCHEDULE SUCH TESTS WITH THE AGENCY. 2. PRIMARY PIPING SHALL BE 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 BACKFILL TRENCH AND O SHALL BE HELD ON THE SYSTEM FOR A PERIOD OF SIXTY (60) MINUTES OR AS REQUIRED BY THE AGENCY HAVING JURISDICTION. RESEED W/ GRASS 3. SECONDARY OR CONTAINMENT PIPING SHALL BE PRESSURIZED TO 5 PSIG. THIS PRESSURE SHALL BE HELD ON THE SECONDARY .VENT CAP FOR NON VAPOR WARNING TAPE PIPING SYSTEM FOR A PERIOD OF SIXTY (60) MINUTES OR AS REQUIRED BY THE AGENCY HAVING JURISDICTION. Co Q " RECOVERY INSTALLATION 4. DURING THE PRESSURE TESTING OF THE PIPING, ALL FITTINGS SHALL BE SOAP TESTED). I . • • • • •W' ` y' `W• 5. FLEXIBLE PRODUCT PIPING SHALL BE TESTED TO MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH ALL AGENCIES z ALARIM PANEL W/ AUDIBLE AND VISUAL •* HAVING JURISDICTION OVER THE INSTALLATION OF THE PIPING SYSTEM. 1 ALARIM CAPABILITIES /�/\ ::•'•••' :•`'• .„. /k/ r O OMNTfEC MOD, N0. LIPD2 �;� �.�:.:; ;'.;; :;:;;:�.:•;'' ��\� " 6. VAPOR RECOVERY PIPING MUST PASS ALL BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY AND BLOCAKGE / RATES. CAUTION PEA GRAVEL �� ." �� \ \ •; a= \ 7. RESERVED O O WHEN ALARM BELL BACK FILL \�j •: �� Q ��// T D. METAL PIPE AND METAL PIPE FITTINGS LL I SOUNDS,TANK FILLED I. STEEL PIPE SHOWN ON THE DRAWINGS SHALL BE A MINIMUM SCHEDULE 40 AND ALL METAL PRODUCT LINE FITTINGS TO BE �. 1 TO CAPACITY \/\ //\� w DO NOT OVERFILL 6" MIN MALLEABLE IRON CLASS 150. Z Q PIPE SUPPORT \\�\ ,`;•! �;'. :�. "-`-j K:.j \� 2. GASOLINE/ALCOLHOL COMPATIBLE THREAD SEALANT 0 BE BRACKETS BED PIPING /� ;:'i6.' MIN' T USED ON ALL THREADED PIPE CONNECTIONS. O RID NEAR ALARM THE VENT RISER SHALL BE WITH 6" MIN NG SIGN TO BE POSTED / // •' r :' //�\� SIDE OF TRENCH 3. ANY METAL PIPE OR FITTINGS USED FOR VENT OR VAPOR RECOVERY WHICH CONTACTS THE SOIL OR BACKFILL MUST BE 100% C7 SECURELY FASTENED TO THE PEA GRAVEL �\\�\\ \\ \\ �\\�\ COVERED WITH A 100 MIL COATING OF COAL TAR EPDXY SUCH AS ROSS COAT OR 3M SCOTCH WRAP #50 TAPE. W RED BRICK WALL OF THE BLDG j/�j // 2" IN 3" DW FRP PIPE j��j UNDISTURBED\\�\��\��\��\� EARTH mSMITH FIBERCAST o Q RED THREAD II PIPE 4" MIN SEPERATION 2" DIA GALV STEEL FOR BOTH SUPPLY z PIPE VENT LINE AND RETURN PIPING NOTE I: d ASIIIIIIIIIIIIBUILT DRAWING � PEA GRAVEL USED FOR BEDDING AND BACKFILL SHALL MEET N ASTM C-33 SPECIFICATION. \r -' NOTE 2: ALL PRODUCT PIPING SHALL SLOPE BACK TO THE TOP OF j�''THE TANK AT A MINIMUM GRADE OF I/8" PER FOOT OF PIPE RUN. CO O N NOTE 3: Environmental, Inc. C*MAINTAIN ALL SEPARATION DISTANCES AS SHOWN IN THIS DETAIL. LL1 445 BROOK AVENUE DEER PARK ~ r� TYPICAL PIPING TRENCH DETAIL NEW YORK 11729 (631)586-4900 co N NOT l0 SCALE TRANSITION FROM FIBERGLASS -USE DIMENSIONS SHOWN n PIPING TO GALVANIZED TO BE WRAPPED WITH 3M TEMFLEX TAPE. I 1 PIPING AND DISPENSER SUMP NOTES APPROVAL STAMP W Z IT IS A VIOLATION OF THE NEW YORK I I 1 A. GENERAL STATE EDUCATION LAW FOR ANYONE TO ` �} ALTER THIS DRAWING UNLESS WORKING r^ r Q THE TURBINE ENCLOSURE (PIPING SUMP) PROVIDES A HOUSING FOR A SUBMERSIBLE PUMP, TERMINATION POINT FOR DOUBLE UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER OR LICENSED Co rr^^ N WALLED PIPING AND AN ACCESS TO FITTINGS OR ACCESSORIES ON THE TANK TOP. Q I ARCHITECT. ^ I I 2. THE TURBINE ENCLOSURE IS CONSTRUCTED OF FIBERGLASS REINFORCED PLASTIC (FRP), A PROVEN MATERIAL FOR L0�n 1 LONG-TERM PERFORMANCE. THE RIGID FRP CONSTRUCTION DOES NOT DEFORM DURING OR AFTER INSTALLATION. �I T 3. THE TURBINE ENCLOSURE IS SUPPLIED WITH NON-SEALED, WATERTIGHT OR SEALED FRP TOPS. '�E OF IVE4, II VENT PIPE NOTE: 4. THE WATERIGHT TURBINE ENCLOSURE INCLUDES A PUSH-ON LID WITH 0-RING SEAL AND PROVIDES A WATERTIGHT SEAL WITH Gj DER /�,� O Z Cl)A FRP VENT PIPING SHALL K SLOPED THE WATER LEVEL A MAXIMUM OF 12" ABOVE THE TOP OF THE LID. 'A W A MIN OF I/8" PER FT. BACK TO TANKS Q w I I 5. THE TURBINE ENCLOSURE MUST BE MOUNTED TO A SECONDARY CONTAINMENT COLLAR ON THE TANK TOP. I I 6. IN THE EVENT OF AN ACCIDENTAL SPILL OR LEAK FROM THE PRIMARY PIPING, THE SPILLED PRODUCT WILL DRAIN THROUGH �- J ..{ O Z 1 I 164 THE SECONDARY OR CONTAINMENT PIPE TO THE TURBINE ENCLOSURE AND ACCUMULATE IN THE SECONDARY CONTAINMENT n Q A OD M ~ COLLAR AND TURBINE ENCLOSURE. THE LEAK DETECTION PROBE INSTALLED IN THE TURBINE ENCLOSURE WILL DETECT THE m Q SPILLED PRODUCT AND TRANSMIT AN ELECTRICAL SIGNAL BACK TO THE ALARM CONTROL PANEL THAT SOUNDS AN AUDIBLE VC '{ NOTE: AND VISUAL WARNING SIGNAL. 025 �� X��Ne�1d�E I. STEEL VENT PIPING LOCATED BELLOW GRADE SHALL BE WRAPPED 7. AN ADHESIVE KIT IS SUPPLIED WITH EACH TURBINE ENCLOSURE TO ATTACH IT TO THE SECONDARY CONTAINMENT COLLAR iC► WITH 3M TEMFLEX TAPE TO PROTrECT AGAINST CORROSION. AT THE JOBSITE. SEALING THE COLLAR/TURBINE ENCLOSURE SEAM PREVENTS THE INGRESS OR EGRESS OF WATER OR ESSIONP'' FUEL FROM THE TURBINE OR PIPING SUMP ENCLOSURE. tPud► 2. PIPE RISER SHALL BE SECURELY'FASTENED TO WALL. 8. THE TURBINE ENCLOSURE/PIPING SUMP SHALL BE SEALED TO THE CONTAINMENT COLLAR BY MEANS OF AN ADHESIVE KIT SUPPLIED BY THE TANK MANUFACTURER. ALEXANDER M. SANTINO,P.E. ELEVATION - VENT RISER PIPING B. RESERVED I O THIS DRAWING IS THE PROPERTY OF NOT TO SCALE BRESLAU ENGINEERING,P.C.AND ANYITT C. RESERVED REPRODUCTION OR USE OF THE DRAWINGS OR DETAILS CONTAINED HEREIN WITHOUT PERMISSION IS PROHIBITED. D. SAFETY I. A TURBINE ENCLOSURE (PIPING SUMP) CAN BE CONSIDERED A CONFINED SPACE, ESPECIALLY AFTER THE TURBINE ENCLOSURE DRAWING TITLE DWG. NO. HAS BEEN PLACED IN PETROLEUM PRODUCT SERVICE. NEVER ENTER A TURBINE ENCLOSURE 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 BEEN PLACED IN THE TANK. PIPING SUMP LAYOUT E. TESTING I. TEST ALL TURBINE ENCLOSURES (PIPING SUMPS) HYDROSTATICALLY WITH THE WATER LEVEL ABOVE THAT OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETE.2. TESTING FIBERGLASS TURBINE ENCLOSURES (PIPING SUMPS)WITH AIR IS PROHIBITED. AND P- 1 PIPING DETAILS DATE: 1 02.10.12 1 SCALE: TAS NOTED IN DETAILS GENERAL NOTES z o o o I- CO M Q 1. ALL WORK TO BE COMPLETED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND Z 00 Q LOCAL CODES AND IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND o 0r0 0 TO GREENPORT _ NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. d D 2. ALL EQUIPMENT, WHEN APPLICABLE, IS TO BE LISTED AND LABELLED BY UNDERWRITERS LABORATORIES, INC. G FOR THE INTENDED PURPOSE OF THE EQUIPMENT. 2 IW- Z m LL CD U) MAIN ROAD & YOUNGS AVENUE , SOUTHOLD , CD 3. ALL MATERIAL SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. ap N . Y . m0 z W 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, ' � VQ c�S 7 SUPPORT AND RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED LL• u- y R P v E E R S ti BANK SITE AUTHORITIES HAVINGCONDUI RING, CABLES AND JURISDICTION AND APPURTENANCES ENGINEER OF RECORD.ST TO THE UTILITIES, OWNERS, OPERATORS, 173.32' 5. THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, C - - M _ --- - -- - '- - ETC. EITHER EXPOSED OR CONCEALED. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION WORK, THE 2 5� 3 N 71 2�30" C CONTRACTOR SHALL OBTAIN AND/OR VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT MAY AFFECT THE WORK 6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS I SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT, DEVICES AND OTHER ITEMS. S R 0 7. ALL EQUIPMENT SHALL BE INSTALLED/PIPED/WIRED IN STRICT COMPLIANCE VATH THE EQUIPMENT'S o M P N 2 �I M O MANUFACTURERS INSTALLATION INSTRUCTIONS. 8. A SIGN STATING "NO SMOKING WITHIN 50 FEET" SHALL BE POSTED IN THE VICINITY OF ALL MOTOR FUEL N 2 �F O DISPENSING POINTS. W N 710_29 50 _E_ Ml o 9. TAIJK FILLS SHALL BE COLOR CODED IN ACCORDANCE WITH THE AMERICAN PETROLEUM INSTITUTE'S SYSTEM OF 50.99' I IDENTIFICATION AS IMPLEMENTED BY LOCAL CODES. 10. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL AGENCIES HAVING -� TO JAMESPORT S T JURISDICTION OVER THE WORK TO BE PERFORMED. tj EXST'G GARAGE BLDG 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 MI i THROUGH 8. NO MORE THAN 5% SHALL PASS THROUGH A NO. 8 SIEVE. 12. ALL WORK SHALL COMPLY WITH THE DEPARTMENT OF ENVIRONMENTAL (=V f /'iN 1 BULK KEY MAP N N } STORAGE REGULATION 6 NYCRR PART 612-614. N ' NOT TO SCALE USE IS UNLAWFUL Q I RED BEFQRE WITHOUTo F_ OI SCOPE OF WORK C? 0 op o PROJECT TITLE �, 1. REMOVE THE EXISTING 5,000 GALLON FUEL OIL TANK LOCATED IN THE CONCRETE WALKWAY. > AREA OF 2. REMOVE ALL ASSOCIATED PIPING AND DISCONNECT PIPING JUST ON THE INSIDE OF THE o W FOUNDATION BASEMENT WALL. WORK 3. BACK FILL TANK EXCAVATION WITH CLEAN FILL. 4. EXCAVATE NEW TANK PIT IN DRIVEWAY AS SHOWN. 5. BED EXCAVATION ee ppppppnn�� nn AAcc ��TT��nn I 6. SET NEW 5,00 GALLON DWTH A IF P FUEL PEA GRAVEL. STORAGE TANK IN PIT AND BACK`PIL�YV�F`W�eArA EL. HEATING OIL STORAGE > // ? 7. INSTALL ONE NEW TURBINE ENCLOSURE ON COLLAR. DA E ��(�B.P.#J �3 P` 8. SAW CUT PIPING TRENCH IN EXISTING CONCRETE WALKWAY. Q Q LOCATION OF NEW 5K 9. INSTALL NEW FUEL OIL SUPPLY AND RETURN PIPING. ' ' "00 ♦♦^^ TANK REPLACEMENT I FUEL OIL STORAGE TNK I 10.INSTALL 36"DIA CORRUGATED PIPE ON THE OTHER MANWAY. F TIFY BL ILDING DEPARTMENT AT w� ! LU 11.INS INSTALL ALARM PANEL AND SENSORS AS INDICATED IN DRAWIN��_1802 8 AM TO 4 PM FOR THE V 12.FORM AND POUR NEW REINFORCED CONCRETE TANK MAT. FOLLOV41NG INSPECTIONS: 13.REPAIR ASPHALT AT EDGES OF TANK MAT AS NEEDED. 1. FOUNDATION -TWO REQUIRED Z 14.RESTORE CONCRETE WALKWAY WHERE TANK WAS REMOVED. M4TyIP',FIb9NIT��TE TH!CKNESS. 2 RO-UGH•FRAMING,PLUMBING, 15.CLEAN SITE. COMPLY WITH ALL CODES OF S'IRAPPING.ELECTRICAL&CAULKING 0 i I W NEW YORK STATE & TOWN CODES 4 INSULATION CONSTRUCTION&ELECTRICAL Z >_ LEGEND WATER TABLE INFORMATION / EXST G PLANTINGS , AS REQUIRED MUST BE COMPLETE FOR C.O. Q 0 • _ OLD TOWN ZBA ALL CONSTRUCTION SHALL MEET THE / REQUIREMENTS OF THE CODES OF NEW Z 'PRODUCT ONES DIESEL ELEVATION OF LAND SURFACE: 26.00 FT ..„.... • U/G VENT LINES - '-' - / Q SOUTHOLD NNING BOARD YORK STATE. NOT RESPONSIBLE FOR Z - - ELEV WATER TABLE ABOVE SEA LEVEL: 05.50 FT I \ SO I TOWN TRUSTEE DESIGN OR CONSTRUCTION ERRORS. W Q PROPERTY LINES DEPTH TO WATER TABLE: 20.50 FT I SAN ` I Z WATER SERVICE --W--W---W-- 1 . .S.DECDEO O 0 SANITARY SEWER (SITE) - - SAN - - SOURCE FOR INFORMATION ON LAND SURFACE ELEVATION WAS I TOWN OF SOU T�-IOLD Y TELEPHONE POLE TP ELEVATION WAS PROVIDED BTAINED FROM GOOGLE YTH.SUFFOLKRMATION ON COUNTTY WATERTER TABLERESOURCES I TOWN HALM J f��.s�,��s ��®�► '"� UNIT AND USGS WELL DATA. SUFFOLK COUNTY WELL DESIGNATION ; X < • ELECTRIC SERVICE - -E - - E - NUMBERS S 16780.1 WAS USED ALONG WITH THE USGS LONG ISLAND LL W En v�ronmental, Inc.I �- WATER TABLE WEB SITE. I ` �., GW MON WELL THE WELL IS LOCATED APPROXIMATELY 2,516 FEET DIRECTLY WEST / I 445 BROOK AVENUE, DEER PARK Q. Z D OF THE CAPITAL ONE BANK SITE. / NEW YORK 11729 (631)586-4900 Q STORM DRAIN GRATE 0 O U2Cn SITE PLAN NOTE: � SC TAX MAP: 1000 61.00 0200 11 .00 & 12.00 SOLID COVER FOR ® THE INFORMATION USED TO PREPARE THIS SITE PLAN WAS OBTAINED I \� I W D/STR/CT SECTION BLOCK LOTS SANITARY POOLS FROM A SURVEY COMPLETED BY THE FIRM OF RODERIC VAN TWYL, P.C. Ile THE SURVEY WAS REVISED ON OCTOBER 20, 1977. THE SURVEY DOCUMENTS WERE PROVIDED TO THE ENGINEER BY THE CONTRACTOR, FENCE X X X FENLEY AND NICOL ENVIRONMENTAL. ELEC z WATER METER BOX WM --- XTRN o INDEX TO DRAWINGS ELECTRICAL o q FLOOD PLAIN NOTE: FRMR u INSPECTION REQUIRED THE SITE IS LOCATED IN FLOOD PLAIN X WHICH DOES NOT CARRY A UTILITY POLE I I W/ ELEC SVC CV-1 TITLE PAGE W/ KEY MAP AND SITE PLAN �a FLOOD HAZARD. THIS INFORMATION WAS OBTAINED FROM FLOOD CAPITAL ONE PLAIN MAP NO. 36103C0158H AS PUBLISHED BY THE FEMA. BANK BLDG -------- -- TO GROUND A-I NEW TANK LAYOUT AND EQUIPMENT L ' T-I TANK DETAILS o °' CV i P-1 PIPING SUMP EQUIPMENT LAYOU Uj LIST OF ABBREVIATIONS i 0 co � A.F.F. ABOVE FINISHED FLOOR MECH. MECHANICAL . BLDG. BUILDING MIN. MINIMUM P.E. STAMP APPROVAL STAMP BLK. BLOCK MFR. MANUFACTURER W BLS BELOW LAND SURFACE MW MONITORING WELL �I IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANYONEE TO � Z' ALTER THIS DRAWING UNLESS W C.M.U. CONCRETE MASONRY UNIT NO., # NUMBER I = I UNDER THE DIRECT SUPERVSONOOFIAG O O PROFESSIONAL ENGINEER OR LICENSED COL COLUMN N.T.S. NOT TO SCALE M I ARCHITECT. CONC. CONCRETE O.C. ON CENTER �"� 5UFFCjLK COUNTY DEPARTMEN?'OF HEALTH SER1/ICES � O.D. OUTSIDE DIAMETER CO N BUREAU OF ENVIRONMENTAL ENGINEERING i pNj CDT. CONDUIT W - Q 1 5 C' Z) to DIAM. DIAMETER OVHD. OVERHEAD r" I :::• , n1 ti Y APPROVAL TO CC}NSTRUCT SCDHS JOB NU. Z V4 DW DOUBLE WALLED P.V.C. POLYVINYL CHLORIDE 0 I 0 /�j't �4�R M. ,� ,f- M DWG. DRAWING REINF. REINFORCING O Cp These plans and specification have been reviewed L� O W EA. EACH REQ'D. REQUIRED .'! and found to be in compliance with Suffolk County p J { " . ELECT. ELECTRICAL, ELECTRIC SECT. SECTION #! ,.._ w Sanitary Code requirements based upon information 00 Z EL., ELEV. ELEVATION SPEC. SPECIFICATION I �' `� �� submitted by the applicant. This approval to construct �O � J � E.J. EXPANSION JOINT STL. STEEL -- S 7.40 28' 23" W '" 219.00' �- expires on_ .N1t1 2 a 2013 I EXG. EXISTING ST. STL. STAINLESS STEEL - - - - - - - - --- - - - - �' J Sg 025 w Expiration Date EXT. EXTERIOR SW SINGLE WALLED P� 29 20 1 C O N C R E T SIDEWALK CONCRET SIDEWALKJ IN FTC. FOOTING THK. THICK ALEXANDER M. SANTINO,P.E. AQPROV DATE REVIEW ENGINEER FLR. FLOOR TYP. TYPICAL LIC. NO. NYS 58025 Chris Wang FRP FIBERGLASS REINFORCE PLASTIC U.L. UNDERWRITERS LABS WM Ass't Public Health En Ineer GA. GAUGE VR VAPOR RECOVERY THIS DRAWING IS THE PROPERTY A g BRESLAU ENGINEERING,P.C.AND ANY GWT GROUND WATER TABLE W.W.M. WELDED WIRE MESH REPRODUCTION T USE OF THE DRAWINGS OR DETAILS CONTAINED HEREIN WITHOUT I.D. INSIDE DIAMETER PERMISSION IS PROHIBITED. i DRAWING TITLE DWG. NO. MAIN STREET (NYS RITE 25 ) PROJECT TITLE , KEY MAP CV- 1 AND SITE PLAN 1 s DATE: 01.27.12 SCALE: EQUIPMENT LIST M r`i Q z ED Q CID CD Cl) r0 ITEM DESCRIPTION MANUFACTURER & MODEL NO. ITEM DESCRIPTION MANUFACTURER B MODEL NO. Q STORAGE TANK,UNDERGROUND,DOUBLE CONTAINMENT SOLUTIONS,INC. FILL SPILL CONTAINMENT BUCKET,5 GAL FAIRFIELD INDUSTRIES,INC. W O �- WALLED FIBERGLASS,5K GAL CAP,2-22"DIA MOD.NO.DWT-6 TYPE II(8'}5000 CAP,2'DLA STL FPT COUPLER,W!DRAIN MOD.NO SC-5 Z m LL . j MANWAYS W/ONE 42"DIA TURBINE COLLAR PORT � D] Z TURBINE ENCLOSURE PIPING SUMP, CONTAINMENT SOLUTIONS, INC. O FLEX ENTRY BOOT F/3"DIA FIBERGLASS DIVERSIFIED PRODUCTS MNFG.,INC. W ROUND,42'DIA,WA-ID MOD. NO. SW RTS(WT34)42 CONTAINMENT PIPE PROD.NO.U8S-3.6 =! U ❑ LL LL CONTROL PANEL,AUDIO VISUAL ALARMS F/ OMNTEC FLEX ENTRY BOOT F/2'DIA FIBERGLASS DIVERSIFIED PRODUCTS MNFG.,INC. HIGH LEVEL AND LEAK DETECTION,LIQUID MOD.NO.L1PD2 VENT PIPE PROD.NO,U8S-2.4 DISTINGUISHING FOR ANNULAR SPACE HIGH LEVEL SENSOR FOR TANK OMNTEC TEST BOOT FOR PRESSURE TESTING DPM EXST'G ASPHALT PROBE MOD#L-1S CONTAINMENT OR SECONDARY PIPING MOD.NO.UR3.5X2.4 • �— DRIVE WAY LEAK SENSOR PROBE,ANNULAR SPACE, OMNTEC FLEX CONNECTOR,2"DIA,FOR FUEL OIL HOSE MASTER,INC. LIQUID DISCRIMINATING,FOR V DIA DW FRP MOD.NO.PDWF-0 SUPPLY LINE,MALE X MALE CONNECTION"FIRESHIELD'MOD.NO.FSMM CONTAINMENT SOLUTIONS TANK LEAK SENSOR PROBE,PIPING SUMP, OMNTEC ATMOSPHERIC VENT,2'DIA F/5,000 GAL DPW LIQUID DISCRIMINATING MOD.NO.PDS FUEL OIL TANK,THREADED MOD,NO.23-0033 Z O PRODUCT PIPING,2'-IN-3-DW FRP FIBERGLASS SYSTEMS BALL VALVE,2"DIA,QTR TURN, OPW RED THREAD 11A FULL PORT,BRONZE BODY MOD.NO.21BV-0200 CL i NOTE: MANHOLE COVER AND FRAME ASSY,36'DIA, FAIRFIELD INDUSTRIES,INC. U MECHANICAL ROOM AND BOILERS ARE WATERTIGHT,W/ONE INSERT FOR ACCESS MOD.NO.361 WT w LOCATED IN THE BASEMENT. STAIR WAY TO FILL PORT TO BASEMENT LIES ABOVE THE BOILER MANHOLE COVER AND FRAME ASSY,36"DIA, FAIRFIELD INDUSTRIES,INC. ROOM. WATERTIGHT W/SOLID COVER MOD.NO.360 WT 2" DIA VENT TO BE SECURELY ATTACHED TO THE RED BRICK BLDG WALL NEW 5,000 GALLON DW FRP (SEE DETAIL ON T-1) NO. 2 FUEL OIL STORAGE TANK _ ELECTRIC SERVICE m NEW 3,500 PSI 0 28 DAY STRENGTH �� PANELS REINFORCED CONCRETE TANK MAT ' ` WARNING SIGN H MECHANICAL ROOM CONNECT TO EXST'G SUPPLY BOILERS — --- ---- ---- AND RETURN LINES IN BSMNT aO OMNTEC a BOILER ROOM w --- b LIPD2 PANEL44 ® ! DBL C.O. SANITARY HOUSE TRAP W — SUPPL Y LINE —{— I I > L — RETURN LINE ————————-— SEE WALL PENETRATION �------SAN--------- DETAIL THIS DWG API PRODUCT CODE FILL PORT LEGEND U) '� � ISM 1 \� PRODUCT/GRADE SYMBOL DESCRIPTION FILL PORT LEGEND Z I I SUPER(PREMIUM) THE OWNER/OPERATOR MUST PERMANOftY MARK ALL FILL En UNLEADED © RED W/WHITE CROSS PORTS TO COMFY BEPRODUCTS THE COLOR Z ITHE CONSISTENT AND SYMBOL O { \ IINCLunE oUTER RING FOR ETHANOL) CODE OF THE AMERI CAN PETROLEUM INSTITUTE WHICH FOLLOWS: �v vvv vvvv-� PLUS (MIDDLE GRADE) BLUE WI WHITE CROSS X 3.6.3.6.2.1 'THE COLORS TO BE USED ARE M > UNLEADED © W � (INCLUDE OUTER RING FOR EIHANO/J X ❑ NIGH GASOLINE...............................RED W Q X ❑ MIDDLE GASOUINE..............„..„„.....BLUE © ❑ LOWER GASOUINE.....„„...................WWTE REGULAR WHITE W/BLACK CROSS ❑ HIGHER UNLEADED GASDUW-.„„...RED •/WHITE CROSS �? OUTLINE OF REMOVED TANK uNLEADeD ONCLUDE OUTER RING FOR ETHANOQ ❑ MIDDLE UNLEADED GASOUNE........RUE W/WHITE CR06S z SANITARY ❑ LOWER uNLEADEU GASOLINE..........WHITE W/ BLACK LEACHING ❑ VAPOR RECOVERY.....„.........„„. O Q POOL HEATING A,FUEL OIL GREEN ❑ DIESEL.......„......•„..„.....„............ ...„.„„.YELLOW NO.2 GRADE ❑ /, FUEL OIL.. ..PURPLE W/YELLAW BAR 0 /2 FUEL TANK LAYOUT AND PROPOSED PIPING INSTALLATION OIL �N Q O O KEROOSENSENE.„............„.....................BROWN DIESEL FUEL YELLOW ❑THE SYMBOLS TO BE USED ARE.A CIRCLE FOR GASOLINE SCALE: 1/8"=1'-O" PRODUCTS AND VAPOR RECOVERY LWES,A HEXAGON FOR Q� ALL OTHER DISTILLATES. A BORDER MUST BE PAINTED AROUND FUEL PRODUCTS CONTAINING EXTENDERS SUCH KEROSENE, ® BROWN W ALCOHOL THE BORDER WILL BE OTHER AROUND A Z WHITE SYMBOL MAID WHITE ALL E AROUND A OTHER COLORS. DIESEL NO.1 O THE SYMBOLS TO BE USED AlRE: a 1. A CIRCLE FOR GASOUNE PRODUCTS AND VAPOR RECOVERYUNES C WASTE OIL PURPLE Z ANFXAGONFORALLOTPERDISTILLATES c U) A BORDER MUST BE PAINTED AROUND FUEL PRODUCTS CONTAINING EXTENDERS SUCH AS ALCOHDR- O THE BORDER SHALL BE BLACK AROUND A 141417E SYMBOL AND 1VHTTF AROUND ALL VAPOR RECOVERY ORANGE On,ER COLORS 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 Q THEY ARE TO EXIT THE MECH EQUIP ROOM.,AT THAT POINT,THE PIPING RUNS DOWN THE WALL TOWARD THE FLOOR AND THEN v CONNECTS UP TO THE BOILERS LOCATED IN AN ADJACENT ROOM. CONNECT TO EXST'G FUEL OIL �Q EXTERIOR SIDE OF CONCRETE SUPPLY AND RETURN PIPING FOUNDATION WALL EXST'G DBL CLEAN OUT IN BASEMENT MECH EQUIP RM HOUSE TRAP RUN NEAR �' Awe 1 wfd=7®d O CEILING OF MECH EQUIP RM GRADE Environmental, Inc. 445 BROOK AVENUE, DEER PARK n W 1 EXST'G SANITARY LINE—\ NEW YORK 11729 (631)586-4900 TO SEPTIC TANK AND 0 LEACHING POOLS i i i i O O / ' APPROVAL STAMP L 2'-IN-3` DIA DW FRP ELECTRIC PANELS IT IS A VIOLATION OF THE NEW YORK LU STATE EDUCATION LAW FOR ANYONE TO FUEL OIL SUPPLY PIPE tZ. ALTER THIS DRAWING UNLESS WORKING CLEAR PLANTING CONNECT TO EXST'G FUEL OIL UNDER THE DIRECT SUPERVISION OF A O SUPPLY AND RETURN PIPING EXST'G F.O. SUPPLY PIPE RUN CLOSE PROFESSIONAL ENGINEER OR LICENSED IN BASEMENT MECH EQUIP RM TO MECH EQUIP ROOM CEILING ARCHITECT. 2`-IN-3"DIA DW FRP NEW \�(l� Lo FUEL OIL RETURN PIPE OF W yo H M 1 2 - Q *1 5 d X (SEE NOTE 1) EXST'G F.O. SUPPLY PIPE RUN �� IV> S n`,�,V_� O CLOSE TO MECH EQUIP CEILING y`= * Qv Co O NOTE I: 4 R 0 Lii M �� W THE FUEL OIL RETURN PIPING MAY BE I'DIA J STEEL PIPE.THE CONTRACTOR IS TO CHECK I ALL PIPING SIZES PRIOR TO INSTALLING THE $01� / RETURN PIPING. THE CONTRACTOR IS TO Ah, Q� �hnS Wong WEATHERPROOF CAULKING___/ MATCH EXISTING PIPE SIZES IN THE MECH 9FI S0' O13 ASS/t Public Health Engineer BTWN PIPE SLEEVE AND EQUIP ROOM. 3'DIA CONTAINMENT PIPE AL ANDER M. SANTINO, P.E. EXST'G F.O. RETURN PIPING RUN LIC. N0. NYS 58025 4"DIA SCH 40 GALV CLOSE TO MECH EQUIP ROOM CEILING THIS DRAWING IS THE PROPERTY OF i STEEL PIPE SLEEVE BRESLAU ENGINEERING,P.C.AND ANY REPRODUCTION OR USE OF THE DRAWINGS j (TYP 2) OR DETAILS CONTAINED HEREIN WITHOUT BELL X THRD'D FRP TO STEEL PERMISSION IS PROHIBITED. AIR TEST NOTE: PIPE ADAPTER,2"DIA ALL PRIMARY AND SECONDARY PIPPING TEST BOOT W/AIR VALVE TO DRAWING TITLE DWG. N0. IS TO BE PRESSURE TESTED IN BE PULLED BACK AFTER AIR ACCORDANCE WITH SUFFOLK COUINTY TESTING OF CONTAINMENT PIPE DEPARTMENT OF HEALTH SERVICES PIPE TESTING PROTOCOL. PLAN VIEW ELEVATION TANK LAYOUT AND _ PIPE PENETRATION DETAIL Al NOrTos EQUIPMENT LIST i DATE: 06.18.08 SCALE: Tv = 1 0 ' TANK INSTALLATION NOTES 04 0 Z In CDA. GENERAL p Z ch !V r Z Co 9 00 I. PROPER INSTALLATION OF A DOUBLE WALLED FIBERGLASS TANK IS CRITICAL. DOUBLE WALLED FIBERGLASS TANKS MUST BE Q 42" CONTAINMENT COLLAR 2 TYP. SHELL CODES: 2-E8D04SD INSTALLED BY A MANUFACTURER'S CERTIFIED TANK INSTALLER WHO HAS THE COMPETENCE, EQUIPMENT AND EXPERIENCE TO ( ) SUCCESSFULLY COMPLETE A QUALITY INSTALLATION. 22' FLGD. MANWAY 2. PROPER INSTALLATION OF EACH TANK IS ESSENTIAL TO ENSURE THE SASFEY OF ALL THE INDIVIDUALS INVOLVED IN THE W Q } *k w/5-4" NPT FIGS. 20'_q" TANK INSTALLATION, TO PREVENT TANK DAMAGE AND OR FAILURE LEADING TO PRODUCT LOSS AND SUBSEQUENT F Z m u- 8"R TANKS.NMENTAL DAMAGE AND TO VALIDATE THE TANK STRUCTURAL WARRATY FOR UNDERGROUND PETROLEUM STORAGE Qp O Z W W (2 TYP.) 0 J U 3. FIBERGLASS TANKS MUST BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND NFPA 30 AND 31. ® ® 2 4. ANY VARIANCES TO, OR DEVIATIONS FROM THE PUBLISHED INSTALLATION INSTRUCTIONS MUSB BE APPROVED BY THE TANK 0 W W MANUFACTURER IN WRITING PRIOR TO INSTALLATION. 5. 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 PETROLEUM BULK STORAGE REGULATIONS, SPECIFICALLY 6 NYCRR PART 614. ! NEW 36" DIA CORRUGATED 22" DIA MANWAY W/ 1 PIPE IN LIEU OF PIPING SUMP B. WARRANTY ACTIVATION IWAIU SW RTS (Wi SOLID COVER FITTED 34) 42-4 WITH 5-4" DIA BUNGS NEW 8" THK REINFORCED CONCRETE TANK MAT I. TO ACTIVATE THE TANK'S 30-YEAR STRUCTURAL WARRANTY FOR UNDERGROUND PETROLEUM STORAGE, THE PUBLISHED(2 TYP.) INSTALLATION INSTRUCTIONS MUST BE FOLLOWED. 4" ANNULAR SPACE FTG. 2. THE INSTALLATION CHECKLIST (CONTAINMENT SOLUTIONS LIST NO. INST 6002) MUST BE PROPERLY COMPLETED, SIGNED BY (HILLSIDE) VENT THE INSTALLING CONTRACTOR'S REPRESENTATIVE AND THE TANK OWNER'S REPRESENTATIVE. 3. THE INSTALLATION CHECKLIST MUST BE RETAINED BY THE TANK OWNER AND/OR INSTALLING CONTRACTOR TO VALIDATE ANY O SPARE DEF II FUTURE WARRANTY CLAIM. 2 r I FILL , I SPARE 2' C. HANDLING AND PREPARATION SUPPLY cn %` U w \ .% \� I. THE TANK OWNER IS REPSONSIBLE FOR RIGGING, UNLOADING AND SECURING THE TANK. p !. - _ - I I'_g" 2. ALL FIBERGLASS TANKS MUST BE MECHANICALLY U NLOADED. THEY MAY NOT BE SELF-UNLOADED BY THE DELIVERY TRUCK 7'-E LD - _ •� �• rL DRIVER. \� �!�• SPARE •�� !�• 3. TEMPORARY STORAGE OF THE TANKS AT THE JOB SITE REQUIRE THAT THE TANKS BE PLACED ON SMOOTH GROUND WITH NO ASLD PROTRUDING ROCKS OR HARD OBJECTS THAT MAY PUNCTURE OR DAMAGE THE TANK SHELL. 8'-0 O.D. I HIGH II • • I 4.5. TIE ENKS TA KS DOWNT BE HIGH WIND CONDITIONS TO PREVENT HE I T TANKS FROM SHIFTING OR OTHERWISE DAMAGED. LVL WITH SANDBAGS. SPARE 6. WHEN THE TANK MUST BE ROLLED FOR AIR/SOAP TEST, ROLL ONLY ON SHIPPING PADS OR SMOOTH SURFACE AND ENSURE THE NEW 42" O.D. FIBERGLASS FITTINGS AND COLLARS DO NOT COME IN CONTACT WITH THE GROUND. PIPING SUMP ON MOUNTING RETURN NEW 5,000 GALLON DW FRF 7. IN FREEZING CONDITIONS, PROTECT COLLARS FROM WATER ACCUMULATION. FREEZING WATER MAY CAUSE FREEZE DAMAGE. COLLAR UNDERGROUND STORAGE T 8. USE ONLY LIFTING EQUIPMENT TO MOVE TANKS. LIFT TANK USING ALL LIFT LUGS PROVIDED ON THE TANK. NO SHORTCUTS 1 2 3 4 5 6 FOR FUEL OIL STORATE SHOULD BE TAKEN. 9. DO NOT USE CHAINS OR CABLES AROUND TANKS AS THIS COULD DAMAGE THE SHELL EXTERIOR. m 11 1/8" 16-1/2" D. BED AND BACKFILL 1'-10 1/4" I. THE USE OF APPROVED BACKFILL MATERIAL IS CRITICAL TO LONG TERM TANK PERFORMANCE. FAILURE TO USE APPROVED W BACKFILL RESULT IN TANK 31-3 7/8' 10'-1 1/4" Y-3 7/8" 2. REPLACE ALL YEXCAVATED NATIVE ASOIL WITH APPROVED BACKFILL OF PROPER SIZE AND GRADATION. USE BACKFILL WHICH p A B MEETS ASTM C-33 FOR QUALITY AND SOUNDNESS. 16*-9" 2' 3. REQUIRE THAT BACKFILL SUPPLIER CERTIFY THAT THE BACKFILL MATERIAL MEETS THIS SPECIFICATION. A-1 A-1 4. KEEP BACKFILL DRY AND FREE OF ICE IN FREEZING CONDITIONS. w 5. USE ONLY PEA GRAVEL OR CRUSHED STONE. Of 6. PEA GRAVEL MUST CONSIST OF CLEAN, NATURALLY-ROUNDED AGGREGATE WITH A MIX OF PARTICLE SIZES OF NOT LESS THAN 1/8" OR MORE THAN 3/4" IN DIAMETER. 7. FOR PEA GRAVEL, NO MORE THAN 5% MAY PASS THE #8 SIEVE AND DRY GRAVEL DENSITY MUST BE A MINIMUM OF 95 LBS/FT3. PLAN VIEW - NEW 5,000 GALLON FUEL OIL TANK 8. CRUSHED STONE OR CRUSHED GRAVEL MUST BE WASHED WITH ANGULAR PARTICLE SIZE NOT LESS THAN 1 /8"OR MORE THAN NOTES: Product Code: 8D05SD36 Active Date: 12 03 09 ' °� 1 /2" IN SIZE. ® HOLD DOWN STRAP CLIP DK-6 TYPE II (8 )-5000 08/26/08 SCALE: 3/8"= I r_On 9. FOR CRUSHED STONE OR CRUSHED GRAVEL, NO MORE THAN 5% MAY PASS THE #8 SIEVE AND DRY GRAVEL DENSITY MUST BE Drown W. A MINIMUM OF 95 LBS/FT3. 4 HOLD DOWN STRAP LOCATION Order : QtY MCIND00 ASSOCIATES R,MOEN 10. DO NOT MIX APPROVED BACKFILL WITH SAND OR NATIVE SOIL OR BACKFILL TANKS'WITH SAND OR NATIVE SOIL. Q TYPE '13" LIFT LUG - SD City: State: �,_ I Delivery Date: Rep: ^ 4,947 E. PRE-INSTALLATION TESTING TYPE -13" LIFT LUG - HD rCONTAII+IMENT „, ,r; ♦^ ��.��0 . 2950/3600 12354.DWG I. IMPORTANT! DO NOT PRESSURIZE TANKS OVER 5 PSIG SINCE TANK DAMAGE OR PHYSICAL INJURY CAN RESULT. V) 2. A VISUAL AIR/SOAP TEST IS TO BE PERFORMED ON ALL TANKS PRIOR TO INSTALLATION. r n 3. WARM WEATHER SOAP SOLUTION - 5 GALONS OF WATER WITH 8 OUNCES OF HOUSEHOLD DISHWASHING DETERGENT. �•,/ 4. FREEZING CONDITIONS SOAP SOLUTION - SUBSTITUTE I GALLON OF AUTOMOTIVE WINDSHIELD WASHER SOLUTION FOR I z GALLON OF WATER. z 5. 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 O BUBBLES. F. SIZE OF TANK EXCAVATION M�M PITCH REINFORCED CONCRETE TANK W Q MAT AWAY FROM MANHOLE COVERS I. TANKS THAT HAVE ARE 4' TO 10' IN DIAMETER REQUIRE THAT A MINIMUM OF 18" OR! PREFERRABLE 24" SPACING BE Z NE.W $" THICK REINFORCED MAINTAINED BETWEEN ADJACENT TANKS AND BETWEEN THE SIDE WALLS AND END WALLS OF THE EXCAVATION. COlNCPcTE TANK SLAB TO AT A MIN OF I/8" PER FOOT 2. IF TANKS ARE TO BE ANCHORED, A MINIMUM CLEARANCE OF 24" BETWEEN TANKS IS REQUIRED. EXTEND 2' BEYOND TANK EDGE 3. UNDERWRITERS LABORATORY (UL) SPECIFIES THAT THE DEPTH OF COVER OVER A FIBERGLASS TANK CANNOT EXCEED 7 FT. Z Q (SSE TANK DETAILS FOR PATCH ASPHALT AS EXCAVATION MUST BE DEEP ENOUGH TO ALLOW THE TANKS TO BE BEDDED WITH A MINIMUM OF 12" OF PEA GRAVEL OR O Q DIMENSIONS) MAINTAIN 2" MIN NEEDED AT THE EDGES CRUSHED STONE AND A MINIMUM COVER OF 24" OR 12" OF BACKFILL PLUS 4" OF REINFORCED CONCRETE. Q CLEARANCE OF THE CONC TANK MAT 4. CONCRETE TANK MAT MUST EXTEND A MINIMUM OF 12" BEYOND THE TANK PERIMETER IN ALL DIRECTIONS. J 20'-q" _` 2 , J NOTE I: 2'DIA OR 4"DIA FILL PORT :71 �- G. FILTER FABRIC O O i THE NEW REINFORCED CONCRETE TANK MAT FILL SPILL CONTAINMENT BUCKET (SEE NOTE 6 AND FILL PORT NOTES) 1. ., +•; I. FILTER FABRIC ALLOWS THE PASSAGE OF WATER BUT HELPS PREVENT THE MIGRATION OF GRAVEL BACKFILL INTO NATIVE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS 5 GAL CAP. SCDHS APPR'VD r;�' : . SOILS AND HELPS MAINTAIN THE INTEGRITY AND STABILITY OF BACKFILL MATERIALS. ' STRENGTH AND SHALL BE REINFORCED WITH FAIRFIELD INDUSTRIES, INC. HOSE MASTER'FIRESHIELD' \�\ 2. FILTER FABRIC IS REQUIRED IN AREAS SUBJECT TO TIDAL CONDITIONS, AREAS SUBJECTED TO FREQUENTLY CHANGING 6X6 WELDED WIRE MESH PLACED MIDWAY AT MOD. N0. SC-5 2"DIA FLEX CONNECTOR 4'DIA GALV STEEL RISER ::r `•' ___ _ ___ , ��/ GROUND WATER LEVELS, TANK INSTALLATION IN UNSTABLE SOILS SUCH AS MUCK OR BOG AND IN WATER CONDTIONS WITH�\ . Y EL SLAB DEPTH. MINIMUM CONCRETE COVER OVER MH COVER AND FRAME ASS'Y,36'DIA, F/DEFLECTION PORT(SEE NOTE 4) ;�,r\�;::',f';:•' ,';`:.'' :,' ' ,r\y` SILTY SOIL. THE REINFORCING MESH SHALL BE 3". WATERTIGHT W/ ONE INSERT MANHOLE COVER AND FRAME ASS'Y,38"DIA, /\ " '`,. ' t \ \� 3. THE TANK EXCAVATION SHALL BE LINED WITH FILTER FABRIC ON THE SIDES AND BIOTTOM. EXPLOSION PROOF /\/ ' "' \ \� O FAIRFIELD INDUSTRIES, INC. WATERTIGHT,SOLID COVER W 10'SKIRT \/ ;•. • `!,5 ' / u ' NEW 8''THICK REINFORCED CONCRETE MOD. NO. 361 WT ELECTRICAL J-BOX \ 3O MIN BURY DEPTH 4. FILTER FABRIC PANELS WILL OVERLAP ADJOINING PANELS A MINIMUM OF 12". v cc NOTE 2: TANK MAT EXTENDING MIN 2' BEYOND FAIRFIELD INDUSTRIES, INC. r' 'SEE �;';• G Cn W/EY SEALS AS �•,. ..: ALL LEAK DETECTION SENSORS WITHIN PIPING EDGE OF NEW TANK(SEE NOTE 1) F.O. SUPPLY PIPING MOD. NO. 380 WT \\ PER NFPA 70(NEC) SUMPS SHALL BE SECURELY FASTENED IN PLACE NOTE A AND SHALL BE SET NO MORE THAN 1/2"ABOVE THE SUMP FLOOR. WRAPPING SENSOR LEAD WIRES 2'-IN-3"DIA DW 36•DIA CORRUGATED MAINTAIN 2"MIN A FRP RETURN B STEEL PIPE W/FOAM /\ V.••`• / AROUND METAL PIPING OR CONDUIT INSIDE THE CLEARANCE BTWN _ _ \�\� `.�:• \�\\/ PIPING SUMPS IS PROHIBITED. A-1 PIPING A 1 - BLOX BENEATH THE '. . �y\f SKIRT AND SUMP COLLAR // �. .t.: ••• / / a" (SEE NOTE 7) BOTTOM EDGE TO , ".•. , 0 PROTECT THE FRP SHELL THE HIGH LEVEL ALARM SETTING FOR • ° /\/ +' / THE MAG PROBES SHALL BE SET AT 9096 ♦ �' ° i ° 4 e a, OF THE NOMINAL CAPACITY OF THE TANK. i - - - - 3/4'DIA GRC '.' ' LIMIT OF TANK EXCAVATION O NOTE 4. "j ' ~' F/ELEC CONNECTION / 4 �' NEW 5K DIN FRP 42'O.D. WATER TIGHT TANI('SC1N1f3 `i, ` /THE 4`DIA DEFLECTION PORT SHALL BE INSTALLED '' `' ` : PEA GRAVEL BACKFILL \�\\ ', "' #2 FO TANK IN A BUNG ON THE CENTERLINE OF THE TANK. SW RTS(OT34)42-4(2 TYP) . ;`..;'`: 1 " 1 / "' / (SEE NOTE 5) TO THE UNDERSIDE OF /\�/\\ !/\��\\/ THE PORT CAP CAN BE NO MORE THAN 12' �.. • THE NEW TANK MAT BENEATH THE MANHOLE COVER. I f' `_•'ti.' \\/\� `•?• w ; \\\�/ � :i,. % MIN SEPARATION DISTANCE NOTE 5: FOAM BLOCKS/BOARDS.,-. ", I •; ... NEW s,000 GALLON OW FRP /\�/\� , \ 18 BTWN TANK SHELL AND O N THE ARRANGEMENT OF EQUIPMENT IN THE PIPING �. :r �' '• `•: ' Q +•• SUMPS SHOWN ON THESE DRAWINGS ARE ONLY TO #2 FUEL OIL STORAGE TANK �f\ 8 / / / EDGE OF EXCAVATION O 11 I ' ,' W/ UL1316LABEL �\\\ \ \\� Environmental, Inc. � � LOCATE THE SUBMERSIBLE PUMPS AND FILL PORTS. a•' //�/ , ' , '• /\ LV L Il W REFER TO THE PIPING SUMP DIAGRAMS ON DWG P-i ; ,,:,, �+ FLEXIBLE ENTRY BOOT �\\'�\�;'�':;;' /\/ 445 BROOK AVENUE DEER PARK `J FOR ACTUAL EQUIPMENT LAYOUTS. ;' FOR 3"DIA FRP PIPE2*DIA FRP ' r / J,• ,.> \ > ,� OMNTEC PDS LIQUID 1 VENT LINE %\ \ r, •: �` NEW YORK 1172 NOTE 6: ''•••',• (� � �� •<::.' 9 (631)586-4900 � '' `'° DISCRIMINATING LEAK I \\i/�\\ /\\ \ I�,..• :•: MAINTAIN A MINIMUM I'SEPARATION BETWEEN THE TOP RIM OF �' . OMNTEC L-SERIES FOR HIGH ,'•, I '•. :::.J,EVEL ALARM SETTING I I SENSOR PROBE I .•�.''�':...:"••,•'•^ \/ ��'.`::•: '.,'.�',.•. / / � THE FILL SPILL BUCKET AND THE BOTTOM OF THE MANHOLE I2'-4" `•'< '(SEE NOTE 3) I I (SEE NOTE 2) I .•t.,,•�,,. /\/�] N. \\ COVER. u I .• �\\�\/i.� LIMIT OF EXCAVATION \ "•,•::` 4"DIA DROP i 't ' ��`� \ \� PEA GRAVEL BACKFILL TO UNDERSIDE w THE FILL PORT CAP SHALL BE SET NO MORE THAN 9•BENEATH ,. TUBE FILL PIPE •:.:• APPROVAL STAMP W THE ACCESS COVER TO FACILITATE A SAFE AND EFFICIENT r1 I : /// OF NEW CONCRETE TANK MAT d. _. ,' (SEE NOTE 6) I ` \\ .:<.: DELIVERY OF PRODUCT TO EACH COMPARTMENT OF THE TANK. 2'DIA GALV STL I I .\/ / r +•: ' ° ``` THAT MEETS ASTM C-33 SPEC Z I / :Y4� • � /\ \� IT IS A VIOLATION OF THE NEW YORK SUCTION LINE I I \ `.. ,' 4'�•" ,:' ••,,• STATE EDUCATION LAW FOR ANYONE TO I I I % / >••: ••'r �� ALTER THIS DRAWING UNLESS WORKING ^ O THE DIAMETER OF THE FILL PORT PIPING SHALL BE DETERMINED 1 18" MIN ''^^ I IN THE FIELD BASED ON HOW THE FUEL OIL IS DELIVERED. I I 1 \/;- - •'- = '=-' --- UNDER THE DIRECT SUPERVISION OF A CO A 4'DIA FILL PORT SHALL BE USED IF THE FUEL OIL IS DELIVERED I i I I MINIMUM SEPARATION \/ (� ,/�/�/� f \ \ / \�� PROFESSIONAL ENGINEER OR LICENSED raved SIS N Q > I I C�I ( j f /' i \j / /\/ \ ARCHITECT. �G'd `� BY GRAVITY DROP. A 2"DIA FILL PORT SHALL BE USED IF THE •t. I (%1 ?,.:,`.;;'., BTWN TAIL( SHELL AND /\/�\// � / / / / / / / / / / / / LO I SIDES OF EXCAVATIONi��Y/� \//� \ /ai FUEL OIL IS DELIVERED BY PUMP. ., I I I , /� /\ \/, \ \ \ \ /R /\/�\/T\/ /, t► c-i �, i 1`� f/ 14 tI 12" aF NEw Z I` NOTE 7: :' I :+.' 0 j THE TOP EDGE OF THE PIPNG SUMP SHALL TERMINATE AT A �.,r`:, 6' MI 6 MIN _ CO U�G� M. sy H M 1 2 - 01 5 0 Q � { POINT THAT IS HIGHER THAN THE MANWAY SKIRT AND SHALL i •.., TANK EXCAVATION NOTE' CID J MAINTAIN A MIN OF 2'CLEARANCE BETWEEN THE MANWAY ,•t:; I SKIRT AND THE COLLAR of THE PIPING SUMP. - y'` THE CONTRACTOR WILL USE A TRENCH BOX TO PREVENT '�` �r �O M :� w z THE MANWAY SKIRT SHALL BE A MINIMUM OF 4'IN DIAMETER THE WALLS OF EXCAVATION FROM CAVING INTO THE r - , LARGER THAN THAT OF THE PIPING SUMP COLLAR. �`' ,'"' ` c� W TANK PIT. OSHA SAFETY RULES APPLY. r Cu ~ • LIQUID DISCRIMINATING` ` .DQt FILL PORT NOTES: FACTORY INSTALLED ANNULAR SPACE SENSOR 12'MIN PEA GRAVEL Cy OMNTEC MOD. NO. PDWF BEDDING FOR TANK .S 07. IMPACT PLATES BENEATH p 1�, I. EACH FILL PORT MANHOLE SHALL BEAR A LABEL ALL TANK OPENINGS NOTE A: QFESSIO� 6Lv,.11 I I I I I SECURELY MOUNTED INSIDE THE MANHOLE STATING NOTE B: Chns ftn THAT THE TANK WAS INSTALLED IN ACCORDANCE 16,_q" THE HEIGHT OF THE PIPING SUMPS SHALL WITH NYS 6 NYCRR PART 614. DEPEND ON THE INSTALLATION DEPTH. THE DEPTH TO THE GROUNDWATER TABLE INDICATES ALEXANDER M. SANTINO, P.E. AsS t Public Health Engineer THE SUMP HEIGHT WILL NOT BE LESS THAN THAT GROUNDWATER WILL NOT IMPEDE THE SETTING LIC. NO. NYS 58025 2. THE LABEL SHALL ALSO IDENTIFY THE PRODUCT Iq'-q" THE I SUMP H IG MAINTAIN MIN BURIAL DEPTH AND BEDDING OF THE TANKS. THIS DRAWING IS THE PROPERTY of BEING STORED AND THE NOMINAL CAPACITY OF THE TANK. OF 3O". BRESIAU ENGINEERING,P.C.AND ANY REPRODUCTION OR USE OF THE DRAWINGS OR DETAILS CONTAINED HEREIN WITHOUT 3. THE LABEL SHALL BE CLEARLY VISIBLE TO ANYONE PERMISSION IS PROHIBITED. MAKING A DELIVERY TO THE TANK. I 4. EACH FILL PORT MANHOLE COVER SHALL BE ELEVATION - NEW 5,000 GALLON FUEL OIL TANK DRAWING TITLE DWG. N0. PROPERLY COLOR CODED IN ACCORDANCE WITH THE �� BED EXCAVATION DETAIL API PRODUCT CODE ON DWG SP-1. SCALE: 3/8"_ 1'-0" 5. THE COLOR CODING SHALL BE CLEARLY VISIBLE TO ANYONE MAKING A DELIVERY TO THE TANK. 6. THE TANK OPERATOR/OWNER IS RESPONSIBLE FOR NOT TO SCALE T 1 MAINTAINING THE COLOR CODE PAINT AND IF FADED, TANK AND PIPING DETAILS SHALL BE REPAINTED. DATE: 02,10.12 SCALE: AS NOTED IN DETAILS PIPING NOTES o � z Cn 0 4 < c o A. PRODUCT PIPING i 2'-IN-3'DW FRP PIPING FLEX ENTRY BOOT 1. THE INSTALLATION AND PLACEMENT OF PIPING SHALL CONFORM WITH NFPA #30, 30A, NYS DEC REGULATIONS, SCDHS Q FOR FUEL OIL SUPPLY DPM PROD. NO. U8S-3.6 INSTALLATION GUIDELINES AND GOOD INDUSTRY PRACTICE. TO EXST'G BOILERS (SEE NOTE 5) PIPING SUMP 2. FIBERGLASS PIPING AND FITTINGS SHALL BE LISTED WITH UNDERWRITERS LABORATORY AND SHALL BE COMPATIBLE WITH THE F- Z m LL C7 WAIL L PRODUCTS TO BE STORED IN THE TANKS. Q W W FLEX ENTRY BOOT F/ Ore 3'FRP PIPE THREAD X BELL FIBERGLASS DW PIPE TEST BOOT W/AIR VALVE 2'DIA FRP VENT LINE TO STEEL PIPE ADAPTER 3. ALL PRODUCT PIPING SHALL BE 2' DIAMETER FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE DESIGN R= W U I I (SEE NOTE 2) (SEE NOTE 3) E FL � I I PITCH PIPE BACK ENGINEER. 4'DIA FILL PORT FOR FLEX ENTRY BOOT F/ TO PIPING SUMP 4. ALL CONTAINMENT OR SECONDARY PIPING SHALL BE 3' FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY THE 2'DIA BELL X THRD'D FRP GRAVITY DROP ONLY 2'DIA BELL X THREAD 2'FRP PIPE DESIGN- ----------------- - - - r ENGINEER. TO STEEL PIPE ADAPTER FILL OPERATIONS STL TO FRP ADAPTER 1 OMNTEC L-I SERIES SENSOR FOR 36'PIA CORRUGATED STEEL DEFLECTION PORT RISER 5. VENT AND VAPOR RECOVERY PIPING SHALL BE 2" DIAMETER FIBERGLASS REINFORCED PIPE UNLESS OTHERWISE SPECIFIED BY 2'DIA OTR TURN BALL VALVE HIGH LEVEL ALARM SETTINGS PIPE W/FOAM BOARD/BLOCKS (SEE NOTE 4) in THE DESIGN ENGINEER. ON SUPPLY LINE ONLY a (SEE NOTE 5) BENEATH BOTTOM EDGE TO o - __ a PROTECT FRP TANK SHELL ° e a _-___--_-_____-_-_ _ _ 6. FIBERGLASS PIPE SHALL BE EITHER RED THREAD II AS MANUFACTURED BY SMITH FIBERCAST. 2'DIA FLEX CONNECTOR ° ° ° HOSE MASTER'FIRESHIELD' e ��e a � ��\ a 7. ALL PIPE SHALL BE ASSEMBLED USING THE MANUFACTURER'S SPECIFIED FITTINGS AND GLUED TOGETHER WITH ALCOHOL (2 TYP) / COMPATIBLE ADHESIVE SYSTEMS. TANK I ' ---- ° / e O CENTER (� - - ___= 4• TANK I/�//j�\\ 1 8. SPECIAL INSTALLATION PROCEDURES MAY BE REQUIRED WHEN INSTALLING FITTINGS AND COUPLINGS IN COLD WEATHER. LINE CENTER _ e-1 �`i/ OUTSIDE INSIDE TEST BOOT MANUFACTURER'S INSTRUCTIONS MUST BE FOLLOWED WITH COLD WEATHER INSTALLATIONS. ~e 1 / o LINE �/ CL SUMP DPM PROD. NO. UR3.5X2.4 e /e ° / ° SUMP 9. PRODUCT SUBSTITUTIONS CAN ONLY BE MADE BETWEEN APPROVED PIPING SYSTEMS AND ONLY WITH THE APPROVAL OF THE N o 0 2"-IN-3" DW FRP AGENCY HAVING JURISDICTION AND THE STORAGE FACILITY OWNER. W ° \ PRODUCT PIPING \\ '/ \ 10. RESERVED. 2'DIA PIPE UNION ° e e " 2'-IN-3'DIA OW FRP ° p F/RETURN PIPING ° '---' � (SEE NOTE 3 8 5) " RISER F/ANNULAR SPACE LEAK SENSOR NOTES: 8 INSTALLATION I. THE PRODUCT PIPII`VG SHALL BE PITCHED BACK TO I. ALL FIBERGLASS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.. EXPLOSION PROOF J-BOX EXPLOSION PROOF J-BOx THE PIPING SUMP AT A MIN SLOPE OF I/8" PER FOOT. MIXING AND MATCHING DIFFERENT SYSTEM COMPONENTS FROM DIFFERENT MANUFACTURERS IS STRICTLY PROHIBITED. ENTRY FITTING FOR FOR CLASS I DIVISON I ENTRY FITTING FOR ELECTRICAL CONDUIT FOR CLASS I DIVISON 1 2. THE AIR TEST BOOIT SHALL BE PULLED BACK AFTER ELECTRICAL CONDUIT ENVIRONMENTS AS PER NEC ENVIRONMENTS AS PER NEC COMPLETION OF THE AIR TEST OF THE SECONDARY 2. FIBERGLASS PIPING THAT IS INSTALLED BELOW GROUND SHALL BE SITUATED WITHIN A TRENCH THAT WILL PROVIDE SOUND OR CONTAINMENT (PIPE. SUPPORT AND PROTECT THE PIPING FROM VEHICULAR DAMAGE, EROSION OF BEDDING AND BACKFILL MATERIAL, FLOATATION IN OMNTEC PDS LEAK DETECTION 3 THE PRIMARY FIBEIRGLASS PIPE SHALL NOT EXTEND HIGH GROUNDWATER CONDITIONS AND MISALIGNMENT OF SYSTEM COMPONENTS OVER TIME. THE MINIMUM BURIAL DEPTH SHALL . SENSOR ELEMENT(SEE NOTE 1) BE EY SEAL FLITTING INTO THE PIPING SLUMP MORE THAN 12" BEFORE BEING AS PER NE(C 3. ALL FIBERGLASS PIPING SHALL BE BEDDED WITH NO LESS THAN 6' OF PEA GRAVEL. BACKFILLING SHALL ALSO BE PEA GRAVEL CHANGED TO GALVANIZED STEEL PIPE. TO THE TOP OF THE TRENCH. r NOTE 4• CO NOT LEAK DETECTION SENSOR ELEMENT SHALL BE THE SPILL BUCKET SHALL BE FITTED WITH A LABEL p °DRY" SUMP PIPING LAY OUT 4. PRODUCT PIPING SHALL BE INSTALLED SO THAT IT DRAINS BACK TO THE TANK. PIPING SHALL BE INSTALLED AT A MINIMUM THESET BENEATH THE TOP RIM OF THE CONTAINMENT COLLAR. THAT GIVES THE NOMINAL CAPACITY OF THE TANK, B PITCH OF 1/8" PER FOOT OF PIPE RUN. CONTAINMENT PIPING SHALL BE INSTALLED SO THAT ANY LEAKAGE DEVELOPING IN THE ttt THE SENSOR ELEMENT SHALL BE SECURELY MOUNTED PRODUCT STORED AND AND THAT THE TANK YEAR RAS STE TANLED IN AS INSTALLED A-� SCALE: 3✓4" = 1�- t�" DETAIL - 2!"-IN-3" DW FRP PIPE SUMP ENTRY PRIMARY PIPE SYSTEM WILL BE CAPTURED BY THE CONTAINMENT PIPE AND DRAIN BACK TO THE PIPING SUMP OR IN-LINE � INSIDE THE PIPING SUMP. WRAPPING THE LEAD WIRE WITH 6 NYCRR PART 614. NOT TO SCALE TRANSITION SUMP OR OTHER LOW POINT WHERE IT WILL BE DETECTED BY AN ELECTRONIC LEAK DETECTION SYSTEM OR BE Q AROUND PIPING IS PROHIBITED. OBVIOUSLY VISIBLE TO THE OPERATOR. o 5. ALL SECONDARY OR CONTAINMENT PIPING TEST BOOTS SHALL BE PULLED BACK FROM THE PRIMARY PIPE SO THAT A CLEAR NOTE 2: NOTE 5: OPENING IS PROVIDED THROUGH WHICH ANY LEAKED PRODUCT CAN DRAIN TO THE PIPING SUMP, IN TRANSITION SUMP OR >THE FILL PORT CAP CAN BE NO LOWER THAN 9'TO 12' THE HIGH LEVEL ALARM SHALL BE SET AT 9096 OF THE BENEATH THE MANHOLE COVER TO ALLOW EASY ACCESS CAPACITY of THE TANK. OTHER LOW POINT TO BE MONITORED. w FOR PROPER FILLING OF THE TANK. cr 6. 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 A "WET' PIPING SUMP LAYOUT PIPING IS BELOW. \ ALE: 3/4" = 1'-0" SC 7. RESERVED C. 1. AL TESTING PIPING SHALL BE PRESSURE TESTED PRIOR TO BACKFILLING. THE AGENCY HAVING JURISDICTION MAY U) I REQUIRE THAT A REPRESENTATIVE FROM THE AGENCY WITNESS THE TEST AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE SUCH TESTS WITH THE AGENCY. I z 2 SYPRESSURIZED TO 50 i OPERATING STEM, WHICH VER IS HIGHER AND WITHIN THE PRESSURE RATING OFTHE PIPINGS STEM BEING G H INSTALLED.DELIVERY ALLLED. THIS PRESSURE Y SHALL BE HELD ON THE SYSTEM FOR A PERIOD OF SIXTY (60) MINUTES OR AS REQUIRED BY THE AGENCY HAVING JURISDICTION. Z O BACKFILL TRENCH AND RESEED W/ GRASS 3. SECONDARY OR CONTAINMENT PIPING SHALL BE PRESSURIZED TO 5 PSIG. THIS PRESSURE SHALL BE HELD ON THE SECONDARY WARNING TAPE PIPING SYSTEM FOR A PERIOD OF SIXTY (60)MINUTES OR AS REQUIRED BY THE AGENCY HAVING JURISDICTION. Q VENT CAP FOR NON VAPOR RECOVERY INSTALLATION 4. DURING THE PRESSURE TESTING OF THE PIPING, ALL FITTINGS SHALL BE SOAP TESTED. 7 W ` ALARM PANEL W/ AUDIBLE AND VISUAL ` i ` 5. FLEXIBLE PRODUCT PIPING SHALL BE TESTED TO MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH ALL AGENCIES z i i i i i i i i i i i i ALARM CAPABILITIES HAVING JURISDICTION OVER THE INSTALLATION OF THE PIPING SYSTEM. j��/j\ :•'•`.: :. •:` :.• �: yti. .�:;�': � �j/\% _ OMINTEC MOD. N0. LIPD2 \S � ' ;s 6. VAPOR RECOVERY PIPING MUST PASS ALL BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY AND BLOCAAGE O / RATES. J CAUTION PEA GRAVEL 7. RESERVED I. WHEN ALARM BELL BACK FILL ��j Q O O TANK FILLED ' �`'' ,y D. METAL PIPE AND METAL PIPE FITTINGS SOUNDS ;:. TO CAPACITY ::; / '.••. :� .� ;;: .., .. . / I. STEEL PIPE SHOWN ON THE DRAWINGS SHALL BE A MINIMUM SCHEDULE 40 AND ALL. METAL PRODUCT LINE FITTINGS TO BE / MALLEABLE IRON CLASS 150. z L U DO NOT OVERFILL 6" MIN ^ ` 0 PIPE SUPPORT \�j� ` ':'':� ^?:`, :.`:•:;.`• CL �- I / 2. GASOLINE/ALCOLHOL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS. O BRACKETS BED PIPING >':' :`•;:;' •:..,6'` F'�IPF Q WARNING SIGN TO BE WITH 6" MIN SIDE OF TRENCH _ 3. ANY METAL PIPE OR FITTINGS USED FOR VENT OR VAPOR RECOVERY WHICH CONTACTS THE SOIL OR BACKFILL MUST BE 100% U � POSTED NEAR ALARM THE VENT RISER SHALL BE PEA GRAVEL �// ,•• .••^ } • •,•••• •• -•.•y• :. /�\/ C� SECURELY FASTENED TO THE \\� COVERED WITH A 100 MIL COATING OF COAL TAR EPDXY SUCH AS ROSS COAT OR 3M SCOTCH WRAP #50 TAPE. W RED BRICK WALL OF THE BLDG 0 BED 2" IN 3" DW FRP PIPE j��j��\�\\�\��\�j\��\�j UNEARTH m SMITH FIBERCAST Q RED THREAD II PIPE 4" MIN SEPERATION ° 2" DIA GALV STEEL FOR BOTH SUPPLY I z PIPE VENT LINE AND RETURN PIPING (� 0 NOTE I: PEA GRAVEL USED FOR BEDDING AND BACKFILL SHALL MEET A I N ASTM C-33 SPECIFICATION. l (� NOTE 2: �) ALL PRODUCT PIPING SHALL SLOPE BACK TO THE TOP OF THE TANK AT A MINIMUM GRADE OF 1/8" PER FOOT OF PIPE RUN. - 9�� ( �p O O NOTE 3: �� 0)j MAINTAIN ALL SEPARATION DISTANCES AS SHOWN IN THIS DETAIL. Environmental, Inc. LLI 445 BROOK AVENUE DEER PARK TYPICAL PIPING TRENCH DETAIL NEW YORK 11729 631 586-4900 TRANSITION FROM FIBERGLASS NOT TO SCALE-USE D/HENS/DNS SHOWN PIPING TO GALVANIZED TO BE WRAPPED WITH 3M TEMFLEX TAPE. PIPING AND DISPENSER SUMP NOTES APPROVAL STAMP W I I IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW FOR ANYONE TO A. GENERAL ALTER THIS DRAWING UNLESS WORKING I I. THE TURBINE ENCLOSURE (PIPING SUMP) PROVIDES A HOUSING FOR A SUBMERSIBLE PUMP, TERMINATION POINT FOR DOUBLE UNDER THE DIRECT SUPERVISION OF A �vJ vJ WALLED PIPING AND AN ACCESS TO FITTINGS OR ACCESSORIES ON THE TANK TOP. PROFESSIONAL ENGINEER OR LICENSED I � CoARCHITECT. I I 2. THE TURBINE ENCLOSURE IS CONSTRUCTED OF FIBERGLASS REINFORCED PLASTIC (FRP), A PROVEN MATERIAL FOR co I I LONG-TERM PERFORMANCE. THE RIGID FRP CONSTRUCTION DOES NOT DEFORM DURING OR AFTER INSTALLATION. ((��1 I 1 3. THE TURBINE ENCLOSURE IS SUPPLIED WITH NON-SEALED, WATERTIGHT OR SEALED FRP TOPS. QF NEW H M 1 _ Q "G'J Z i I VENT PIPE NOTE: 4. THE WATERIGHT TURBINE ENCLOSURE INCLUDES A PUSH-ON LID WITH 0-RING SEAL AND PROVIDES A WATERTIGHT SEAL WITH O I i 2" FRP VENT PIPING SHALL BE SLOPED THE WATER LEVEL A MAXIMUM OF 12" ABOVE THE TOP OF THE LID. ��P�p P, M. S,y A MIN OF I/8" PER FT. BACK TO TANKS 5. THE TURBINE ENCLOSURE MUST BE MOUNTED TO A SECONDARY CONTAINMENT COLLAR ON THE TANK TOP. Q L, 6. IN THE EVENT OF AN ACCIDENTAL SPILL OR LEAK FROM THE PRIMARY PIPING, THE SPILLED PRODUCT WILL DRAIN THROUGH * co J THE SECONDARY OR CONTAINMENT PIPE TO THE TURBINE ENCLOSURE AND ACCUMULATE IN THE SECONDARY CONTAINMENT lLI Z O� � COLLAR AND TURBINE ENCLOSURE. THE LEAK DETECTION PROBE INSTALLED IN THE TURBINE ENCLOSURE WILL DETECT THE A SPILLED PRODUCT AND TRANSMIT AN ELECTRICAL SIGNAL BACK TO THE ALARM CONTROL PANEL THAT SOUNDS AN AUDIBLE w�, � 1 NOTE: AND VISUAL WARNING SIGNAL. I. STEEL VENT PIPING LOCATED EBELOW GRADE SHALL BE WRAPPED 7. AN ADHESIVE KIT IS SUPPLIED WITH EACH TURBINE ENCLOSURE TO ATTACH IT TO THE SECONDARY CONTAINMENT COLLAR WITH 3M TEMFLEX TAPE TO PROTECT AGAINST CORROSION. AT THE H JOBTHEETURBINE OR PIPING SUMP ENCLOSURE. SEAM PREVENTS THE INGRESS OR EGRESS OF WATER OR A�QFESSI4NP� 1a117S VVUi1g 2. PIPE RISER SHALL BE SECURELY FASTENED TO WALL. I SS`t Public Healths Yvon E�gInE � 8. THE TURBINE ENCLOSURE/PIPING SUMP SHALL BE SEALED TO THE CONTAINMENT COLLAR BY MEANS OF AN ADHESIVE KIT SUPPLIED BY THE TANK MANUFACTURER. ALEXANDER M. SANTINO, P.E. ELEVATION - VENT RISER PIPING LIC. NO. NYS 58025 , B. RESERVED THIS DRAWING IS THE PROPERTY OF NOT TO SCALE BRESLAU ENGINEERING,P.C.AND ANY C. RESERVED REPRODUCTION OR USE OF THE DRAWINGS OR DETAILS CONTAINED HEREIN WITHOUT D. SAFETY PERMISSION IS PROHIBITED. I. A TURBINE ENCLOSURE (PIPING SUMP) CAN BE CONSIDERED A CONFINED SPACE, ESPECIALLY AFTER THE TURBINE ENCLOSURE DRAWING TITLE DWG. NO. HAS BEEN PLACED IN PETROLEUM PRODUCT SERVICE. NEVER ENTER A TURBINE ENCLOSURE 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 BEEN PLACED IN THE TANK. PIPING SUMP LAYOUT E. TESTING I. TEST ALL TURBINE ENCLOSURES (PIPING SUMPS) HYDROSTATICALLY WITH THE WATER LEVEL ABOVE THAT OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETE. AND -- 2. TESTING FIBERGLASS TURBINE ENCLOSURES (PIPING SUMPS)WITH AIR IS PROHIBITED. I i PIPING DETAILS DATE: 02.10.12 SCALE: AS NOTED IN DETAILS