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1197 Mayport Rd Safar FoodsQ:\ACTIVE\1745\dwg\1745-SAFARfoods-MAS.dwg, COVER -P0, 4/23/2008 8:17:57 PM, llongenecker, , KIP 2000.pc3 r a 0 0 0 0 � Q•C110D��CD 0 0.� N .. 0 ynCD ��oWoUh CD�0o uj CD N ' CD c 4 CD CDd u u v�1 DATE C O -n0>� �zDm WKi nilm z2 M 51 rr 0 crn ;0 N 0 0 z>KwD r - —z zr� W ;0 .. 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ING Supply piping is one and the submerged pump, not to Make sure the pipeline above ground pressure testing should ial. Do not attempt to -essure has been released. )o not exceed sixty making sure that there is no est gouge which should be J interstitial line. Any increase pply line. ater solution to all piping -essure testing. L (SECONDARY CONTAINMENT) is have been integrity tested, must remain connected and only then tested. d to the brass fitting at the end of i consists of an air gauge with a ;s tee fitting which will thread into -ends with Teflon tape to insure a to the brass tee fitting. sst tube into the interstitial piping g is very small and will not require a large than 10 psi. During the pressurization the piping system and check for any nd lay the test tube down into the OBTAINING ALL NECESSARY PERMITS AND OVAL/DISPOSAL OF ANY UNSUITABLE COMPACTING SUITABLE REPLACEMENT AWINGS IS BASED ON THE BEST 'ONSIBILITY OF THE SITE CONTRACTOR TO IE CONTRACTOR SHALL BE RESPONSIBLE Y HIS OPERATIONS. :MS SPECIALTY CONTRACTOR" PETROLEUM RETRO -FIT AERIAL VIEW SCALE :1" - 60' �XA VICINITY MAP SCALE.' 1" = 0.3 MILES 4 4 0 z t S I Dr PO C :AVE SHEET PI DEMOLITION PLAN P2 PETROLEUM SITE PLAN P3 SUMP DETAILS & EQUIPT. P4 T DETAILS' P5 tANK SAFETY DETAILS P6" ISOMETRIC VIEW P7 - P10 ;SPECIFICATIONS P 11 LANDSCAPE PLAN , t SM ADDRESS: TONY SAFARI OWNER SAFAR FOODS-MAYPORT 1197 MA , PORT RD. jACKSO VILLE, FLORIDA 32225 PARCEL DESCRIPTION: RE # 177561-0000 Section 38, Township 2S, Range 29E Plat Book and Page: 30/60 AND 60A Property -Use: 1492 Convenience Store Land Use: COM Zoning: COM Property Acreage: 0.66 Ac. Flood Zone: "X" Panel# 120072-001D ,-V 6F i ppR 1 SAFAR FOODS MAPOWES Dumn UNt Memorw nr .. Dom Attt NITEI,_ ' AOantic. Blvd mantic Blvd g 0 2008 r. pouest Im map Qktot : VICINITY MAP SCALE.' 1" = 0.3 MILES 4 4 0 z t S I Dr PO C :AVE SHEET PI DEMOLITION PLAN P2 PETROLEUM SITE PLAN P3 SUMP DETAILS & EQUIPT. P4 T DETAILS' P5 tANK SAFETY DETAILS P6" ISOMETRIC VIEW P7 - P10 ;SPECIFICATIONS P 11 LANDSCAPE PLAN , t SM ADDRESS: TONY SAFARI OWNER SAFAR FOODS-MAYPORT 1197 MA , PORT RD. jACKSO VILLE, FLORIDA 32225 PARCEL DESCRIPTION: RE # 177561-0000 Section 38, Township 2S, Range 29E Plat Book and Page: 30/60 AND 60A Property -Use: 1492 Convenience Store Land Use: COM Zoning: COM Property Acreage: 0.66 Ac. 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FIELD INSTALL BETWEEN STRAP AND EXTERIOR TANK SURFACE 2.0' MIN. 2.0' MIN_ ISTORAGE TANK 9. 12" i 15" 12" X 12" HOLD DOWN DEADMAN FOR USE WITH SINGLE \—TANK INSTALLATIONS (12" X 24" BETWEEN TANKS FOR MULTIPLE INSTALLATIONS) DEADMAN / STRAP SECTION N.T.S. CLEARANCE TYP. (4) #5 REBAR I N L J 24" I a 12" RAD. ' RAD. ANCHOR LOOP DETAIL MATERIAL: #5 REBAR 19' MAX. 1'-6" MIN. 6'-6" MAX. ANCHORAGE AND PICK-UP POINTS DOUBLE WALL STEEL UNDERGROUND STORAGE TANK ANCHOR LOOP---> SEE DETAIL PULL STRAP (AS SHOWN) HOLD–DOWN TO TIGHTEN AND HOLD TANK DEADMAN TIE DOWN STRAP METAL CABLE EYELET 1/2" WARE ROPE (TYP.) 3 GIPS REQUIRED /—O 3" O.C. (TYP.) CABLE CLAMP DETAIL HOLD-DOWN ASSEMBLIES 24K SPLIT - 12K REG, 8K PREM, 4K DIS TANK FLOATOUT AND ANCHORAGE CALCULATION Reference PEI document No. RP100 "Recomended Practices for Installation of Underground Liquid Storage Systems," Appendix A .-a-..{<•: .�: `�� TANK - -vs♦ _ .. , _ .. r .�. SLAB ,' l•. � . 1 ' ♦ . .. .vi'. •:IIv. `.... • 7-{: 1:161211 merge o ues 60.0 Lbs. per cf HOLD–DOWN STRAP 87.6 Lbs. per cf PROVIDED BY FRP TANK 20,000 Lbs. MANUFACTURER (TYP.) - kl" 7.48 Gd. per cf Water 3 CABLECLAMPS Water Manway Volume 2.81 21 Total Volume 3211 24, (TYP.)\KLE ANCHOR LOOP---> SEE DETAIL PULL STRAP (AS SHOWN) HOLD–DOWN TO TIGHTEN AND HOLD TANK DEADMAN TIE DOWN STRAP METAL CABLE EYELET 1/2" WARE ROPE (TYP.) 3 GIPS REQUIRED /—O 3" O.C. (TYP.) CABLE CLAMP DETAIL HOLD-DOWN ASSEMBLIES 24K SPLIT - 12K REG, 8K PREM, 4K DIS TANK FLOATOUT AND ANCHORAGE CALCULATION Reference PEI document No. RP100 "Recomended Practices for Installation of Underground Liquid Storage Systems," Appendix A .-a-..{<•: .�: `�� TANK - -vs♦ _ .. , _ .. r .�. SLAB ,' l•. � . 1 ' ♦ . .. .vi'. •:IIv. `.... • 7-{: 1:161211 merge o ues 60.0 Lbs. per cf Sand and Pea Grove 87.6 Lbs. per cf Reinforced concrete 20,000 Lbs. Tank and Manways 300.0 Lbs. Sub Pump and Riser 7.48 Gd. per cf Water 62.4 Lbs. per cf Water 449"..19 a ues LENGTH OF CYLINDER, Lc=L—D Lc -25 A.4 Tank Displacement QLfL rza Inner tank structure Outer tank structure Ribs O.DO Tank Capacity 3208 24, Interstice Capacity Manway Volume 2.81 21 Total Volume 3211 24, V— (L+4')(D+4')XSLAB THICKNESS I V=426.79 CF x 87.6 lbs./C.F. W=37,386 N : # •. • �.. �. "•t . .;,, •� '.'TANK SLAB"l . : a tr ` r t. r' �!�i,•. MANWAY 41.5' 24K SPLIT - 12K , SK & 4K A.7 Volume and Weight of Overburden D = 10 Tank Diameter h = 3.0 Depth of Overburden LC= 41.5 Cylinder Length B1= 637 S. F. Area of Concrete Slab at Grade V = 24,021 Tank Disp'acement Gallons 3211 Tank Displacement Cubic Feet M = 62.4 Cubic Feet of Void in Overburden Soil Over Cvl LCX(DXSOIL DEPTH +2x" 41.5X(8X3+10.73)= Sc= 1690 C.F. Less Tank Riser = 62.40 Cf 1627.6 x 60 Lbs. = 97,656 Total Weight of Overburden = 97,6 DOWNWARD FORCES A. WEIGHT OF Oti_RBURDEN (Sc riser) B. CONCRETE PAVING AT GRADE C. WEIGHT OF TANK (Tw) (24K) WEIGHT OF OTHER MATERIALS D. WEIGHT OF LOGS 41.5 C.F. x 87.6 lbs. x 2 E. WEIGHT OF LOGS OVERBURDEN 11 x6Ox41.5x2 = 54,780 UPWARD FORCES A. TANK VOLUME PLUS RISER 3211 Cu. Ft. x 62.4 Lbs. per cubic ft. — Downward Force Differential (+) SAFETY FACTOR A. (FORCE DOWN) DIVIDED BY (FORCE UP) Subtotal 97,656 Lbs. 37,386 Lbs 20,000 Lb 300 Lbs 7,271 Lbs. 54,780 Lb 217,393 Lb 200,366.4 Lq 17,026.6 1_1 SAFETY FAI 15NIX 190 3WN 190 'ON 10 '00 UNLEADED CROSSES _ OVER PREM. (TYP. 2 PLACES) STAGE II VAPOR _ RECOVERY CROSSES OVER PREM. & UNL. (TYP. 2 PLACES) - MIN. 6" UNLEADED CLEARANCE CROSSES - - BETWEEN OVER PREM. - r 0-10.01 PIPELINES AT CROSSINGS (TYP.) , ('• 2 PLACES)- / / - - 3 o a 1-1 � 3 , DIESEL CROSSES OVER UNL. 7/8a �'cT\ p S<Op 9 00, �. -- PIPE TRENCH; SEE P2 FOR - DETAIL 00, -Q - 0.1ool .00 FV T im UNLEADED CROSSES OVER PREM. STAGE II VAPOR RECOVERY CROSSES OVER UNL. & PREMIUM UNLEADED CROSSES OVER PREM. TYP- LAYOUT - NO VAPOR RECOVERY REQ'D. I NOTE: THIS DETAIL IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND THE EXACT PIPING TRENCH VENT RISER; LOCATION AND TANK ACCESSORY LOCATIONS SHOWN SEE P2 FOR MAY VARY. TIE IN LOCATION ASM ANNULAR SPACE MONITOR STP SUBMURGED TURBINE PUMP TLM TANK LEVEL MONITOR V VENT & VAPOR F FILL DW DOUBLE WALL P PREMIUM UNL. UNLEADED D DIESEL ISOMETRIC VIEW N.T.S. '0N`Nq,NOQW :3WN Mt 'ON ILL ASME 816.21 (1992) Nonmetallic Flat Gaskets for 2.2 NAMEPLATES AND LABELING Unit shall be a power -operated dispensing device and shall be in Pipe Flanges Parts and equipment specified herein shall hove on attached nameplate accordance with UL 87, except as modified herein. Unit shall be factory fabricated and include but not limited abase, housing, ASME H16.34 (1996; 616.34a) Valvae -Flanged, to list the manufacturers name, address, component type or style, pedestal, pressure -relief device, strainer, air eliminator, meter, Threaded, and Welding End model or skriai number, catalog number, capacity or size, and the valves as required, hose -nozzle valve, motor control, locking system which is controlled. Plates shall be durable and legible mechanism, emergency shutoff valve, filter, and electrical wiring. ASME 831.3 {1996; B31.3a; B31.3b; 631.3c) Process throughout equipment life and made of stainless steel . Plates shall Unit shall be supplied with fuel by the corresponding tank pump or Piping be fixed in prominent locations with nonferrous screws or bolts. pumps. Each unit shall include but not be limited to on accounting Equipment, assemblies and parts shall be marked for identification in meter, product hoses and nozzles, and necessary electrical controls. ASME H40.1 (1991) Gouges -Pressure Indicatingaccordance with MIL -STD -130 and MIL -STD -161. identification tags made of bass, stainless steel, or engraved anodized aluminum, indicating 2.$.1 Accounting Meter enol Display 9 P Y Dial Type -Elastic Element valve number and normally open (NO) or normally closed (NC) shall be ASME BPV IX (1998) Boiler enol Pressure Vessel Code; installed on volves. Tags shall be 1-3/8 inch minimum diameter, and i Meter shall be o positive displacement type in accordance with UL 87, P sP YP Section IX, Welding and Brazing marking shall be stamped or engraved. Indentation,3 shall be black, except as modified herein. Meter output displays shall be a Qualifications for reading clarity. Tags shall be attached to valves with No 12 AWG, mechanical lighted display, visual from both sides of the dispenser. Y' sip copper wire, stainless or aluminum hang;ng wires, or chrome -plated Displays shall indicate the amount of fuel delivered, and the total AMERICAN WATER WORKS ASSOCIATION (AWWA) beaded chain designed for that purpose. amount of fuel delivered over the life of the unit. The manual adjustment for the cost per gotten display shall be located in a AWWA C203 (1997) Col -Tar Protective Coatings and 2.3 ELECTRICAL WORK lockable housing. be Linins for Steel Water Pipelines - 9 P Electrical equipment, motors, and wiring shot be in accordance with 2.$.2 Product Hose Enamel and Tape - Hot -Applied Section 16415 ELECTRICAL WORK, INTERIOR. Electrical bonding of materrola elhall be performed in accordance with NFPA 70. Hose shall conform to UL 330. Each hose shall be 12 feet long, shall AMERICAN WELDING SOCIETY (AWS} be resistant to the fuels to be handled and E85 ethanol, have static 24 MATERIALS IN CONTACT WITH FUEL grounding, and remain flexible in temperatures as low as minus 40 AWS A5.4 (1992) Stainless Steel Electrodes for degrees F. A breokoway, coupling, leakproof and corrosion resistant, Shielded Metal Arc Welding Galvanized materials (zinc coated), brass, and lead shall not be shah be installed into each product hose. Couplings shall allowed in direct contact with any fuel. Aluminum, natural rubber, automatically pull apart and shut off flow to prevent product split MILITARY STANDARDS (MIL -STD) leather, PVC, and thermoset plastic shall not be used in the diesel and damage to the hose or dispenser in the event of a "drive-awoy". system. MIL -STD -130 (Rev. G. 1988) Identification Marking 2.8.3 Nozzles of U.S. Military Property 2.5 BELOWGROUND STORAGE TANK Nozzles shall be manually activated to start the fuel flow and hove a MIL -STD -161 (Rev. F. 1985; Notice 2) Identification 2.5.1 Double -Wailed Fiberglass Reinforced Plastic (FRP) Tank latch -open device integral to the assembly. Nozzles shall be the Methods for Bulk Petroleum Products automatic shutoff type. Nozzles shall be constructed of lightweight Systems Including Hydrocarbon Missile Tank shall be the double-wall type the full 360 degree circumference oluminumwith slectroless nickel -plating or of stainless steel and be Fuels in accordance with ASTM D 4021, UL 1316, NFPA 30, and NFPA 30A. Tank provided with a full hand insulator. The flow rate of any nozzle construction shall be FRP and UL approved for storing fuel ethanol. shall not exceed 10 gpm. Nozzles which exceed the maximum allowable MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS The exterior tank walls shall be separated from the Interior tank flow rote shall be provided with a flow limiter. INDUSTRY (MSS) walls by standoffs; thus creating an open space or interstitial. The entire interstitial space shall be easily monitoroble for leaks. Tank 2.8.4 Electrical Controls MSS SP -58 (1993) Pipe Hangers and Supports - shalt be designed and manufactured for belowground horizontal Materials, Design and Manufacture installation. Tank shall have the UL label affixed to the exterior The installation of electrical equipment at the dispensers, motors, surface of the tank. Tanks requiring concrete anchor pods shall be and pump starter controllers shall be in compliance with Class I, MSS SP -69 (1996) Pipe Hangers and Supports - provided with hold-down straps and corrosion resistant accessories in Group D hazardous location. Each dispenser outlet shall be provided Selection and Application accordance with the manufacturer's recommendation. Concrete anchor with an operating lever for starting the pump through a pump starter pods shall be constructed as indicated. controller. The pump starter controller shall be mounted adjacent to NATIONAL ASSOCIATION OF CORROSION ENGINEERS (NACE) the power panel box. The power panel box shall be equipped with on 2.5.2 Tank Manway external emergency pushbutton to shut off the power to all pump NAGE RP0189 (1936) Control of External Corrosion on Tank manway shall be provided with a manway cover and on interior tank starter motor controllers and dispensers. The power pond box shall be located not more than 100 feetfrom the dispensers. Underground or Submerged Metallic ladder. Tank manwoy shall hove on internal diameter of 36 inches. Piping Systems Tank monwoy shall be provided with a matching flanged watertight 2.8.5 Emergency Shutoff Valve NAGE RP0785 7996 Extruded, Polyolefin Resin ( ) Yo1 manway cover. Manway covers shall be constructed of cast steel in accordance with ASTM A 27/A 27M, grade 60-30 as a minimum. Manhole Valve shall meet the requirements of UL 842 and be compatible with the -Coating Systems with Soft Adhesives for covers shall be for nontroffic. Pipe connections to a tank through a intended fuels to be handled. Valve shall provide complete shutoff of Underground or Submerged Pipe manway cover shall be through welded -in-place double toppered NPT a fuel line in the event a dispenser is dislocated or overturned due couplings. Nyion dielectric bushings shall be provided on all pipe to a sudden impact. Valve shall provide o secondary poppet to limit NAGE R P0190 {1995) External Protective Coatings for P019Fittings, connections to a tank. The termination of fill lines within a tank spillage from the dispenser after a knockdown or during installation. Joints, and Valves on shall be provided with on antisplash deflector. Metallic Underground or Submerger 2.8.6 Dispenser Sump Pipelines and Piping Systems . 2.5.3 Internal Tank Ladder Sump shot be installed under each dispensing unit. Each sump shall NACE RP0274 (1998) High Voltage Electrical Interior tank fodder shall be constructed of either fiberglass or provide convenient service access to all piping components enclosed in Inspection of Pipeline Coatings Prior stainless steel. The two stringers shall be a minimum 3/8 Inch the sump. Sump shall be constructed of fiberglass -reinforced plastic. to installation thick and a minimum ? inches wide. The rungs shall be a minimum 3/4 Sump shalt be chemically compatible with the fuel to be handled by the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) inch rod on 12 inch centers. Members of the ladder shall be securely affixed. Ladder shall be of sufficient length to extend from the dispensing unit and any connecting piping and E85 on the mogos systems. Sump shall prevent fuel from escaping to the soil and ground ' NEPA 30 (1996; Errata TiA 96-2) Flammable and bottom of the tank to the top surface of the tank. Ladder shall be rigidly connected to the tank bottom in accordance with the tank water from entering the sump. Sump shall provide o liquid -tight termination point for secondary containment piping which allows for Combustible Liquids Code manufacturer a standard. Ladder shalt be connected to the top of the connecte the anticipated expansion and contraction of the piping system. Sump shall withstand maximum burial loads. Sump shall mount directly to NEPA 30A (1996) Automobile and Marine Service tank with pipe guides or slip dors to accommodate expansion of the two tankstrinwith the bottom of the dispensing unit with a centering ring or stabilizer Station Code bar to ossure proper shearing action for the emergency shutoff valve. NEPA 70 (1999) National Electrical Code 2.5.4 Manwo; Containment Sump 2.9 PUMPS Sump shall be provided above each tank manway and shall provide a Mechanical seals within the pump shall be Buno-N or Viton. Pump THE SOCIETY FOR PROTECTIVE COATING (SSPC) watertight connection either directly to the exterior of the tank or casing, bearing housing, and impeller shall be close grained cast iron to the flanged monway opening. Each sump sholl extend upward from the Pump shaft shall be stainless steel ASTM A 276 Type 410 or 416. SSPC SP 6/NACE 3 (1994) Commercial Blast Cleaning tank to just below the street manhole cover and permit access to the Pump baseplate shall be of cost iron construction. Internal pump UNDERWRITERS LABORATORIES UL ( ) Interior of a tank without disturbing backfttl. Each sump shall be constructed of fiberglass reinforced plastic and be chemically corn{ .rents in direct contort p a the fuel al be handled shalt bk of compatible construction. Pump assembly shall be stotkally and compatible with the type of products being handled within the tank. A sump shall not be connected in any way to the street monwoy cover or dynamically balanced for all flow rotes from no flow to 120 percent of UL Gos&Oil Dir (1996; Supple) Gas and Oil Equipment obove. Rainfall drainage from the street manhole above shall design flow. Pump bearings shall be selected to give a minimum L-10 Directoryconcrete not drains Into the sump. Each sump shall be lager In diameter than rating life of 25,000 hours in continuous operation. Pump shall be driven by an explosion -proof motor for Class 1, Division 1, Group D UL 87 (1995; Rev thru Oct 1998) Power- the tank manwoy below. Each sump shall be capable of withstanding underground burial loads to be encountered. hazardous locations as defined in NFPA 70. Pump shaft be accessible Operated Dispensing Devices for for servicing without disturbing connecting piping. Pump control include Indication lights for each The Petroleum Products 2.5.4.1 Piping Penetrations panel shall on and off pump. pcnel shall contain an adjustable control logic for pump operation in UL 142 (1993; Rev Jul 1998) Steel Aboveground Tanks for Flammable and Combustible The sides of a containment sump shall allow the penetration of carrier accordance with the indicated operation. The panel shall also have a manual override switch for each pump to allow for the activation or Liquids pipes, exterior containment pipes, conduits, end vapor pipes as required. Penetrations In the containment sump skies shall be booted deactivation of each pump. Panel, except as modified herein, shall be or sealed to ensure that liquid will not escape from the sump in the In accordance with Section 16415ELECT'RICAL WORK, INTERIOR. UL 330 (1996; Rev thru Jan 7948) Bose and Hose Assemblies for Dispensing Flammable sP event that the liquid level within the sump rises above the pipe 2.9.1 Submersible Pump g penetration. Boots and seals used shall be compatible with the fuel Liquids to be handled, Boots and seats shall be water resistant to the influx Pump shall be asubmeroble vertical pump and extend inside the tank to UL 567 (1996; Rev thru Oct 1997) Pipe of ground water. Boots and seals shall be designed and installed to accommodate the anticipated amount of thermal expansion and w / P P p and mote Pum late. act ik 6 inches nces oe striker/impact h f th t Connectors for Petroleum Products and contraction In the piping system. combination shall operate totally submerged in the product of the LP-Gos storage tank. Pump fuel inlets shall be horizontal. Pump, motor, and 2.5.4.2 Access Cover column pipe assemble shall mount through a NPT pipe penetration in a UL 842 (1997; Rev Oct 1997) Valves for tank's monway cover. Pump mounting shall completely support both the Flammable Fluids Where indicated, the entire top of o containment sump shall be capped weight and vibration of the pump. The unit shall be provided with a with a watertight access cover. Cover shall be constructed of the steel lifting lug capable of supporting the weight of the entire pump UL 1316 (1994; Rev Apr 1996) Glass -Fiber- some material as the sump. Cove- shall have a torger diameter than and motor assembly. Pump shall include a vertical solid shaft motor, Reinforced Plastic Underground Storage the tank nionway cover below. Cover shall be easily removable through boss mounting flonge, horizontal pump discharge, low net positive Tanks for Petroleum Products, Alcohols, the street manway above. suction head (NPSH) first stage impellers, dynamic and thrust and Alcohol -Gasoline Mixtures balancing of impellers, and a stainless at" one piece pump shaft. 2.5.5 Tank Striker/Impact Plates Pump shall be provided with threaded end piping connections. Tank shall hove on interior striker/limpact plate attached directly 2.10 SUPPLEMENTAL COMPONENT'S 1.2 SYSTEM DESCRIPTION under each tank monway and pipe connection. The striker/}mpact plate 2.10.1 Earthwork The work shall Include the design, fabrication and installation of the entire fuel storage and dispensing type system in conformonce with shall be a minimum of 1/4 inch in thickness, be larger in diameter than the tank penetration, and fit the curvature of the tank bottom. Excavation and bockfliing for tanks and piping shall be as specified pertinent federal, state:, and local code requirements. The completed Installation shall conform to NFPA 30 and NFPA 30A as applicable. 2.5.6 Tank Cleanout and Gauge Connection in Section 02316 EXCAVATION, TRENCHING, AND BACKFILLING FOR UTILITIES SYSTEMS, except as modified herein. Bockfill for FRP tanks and pipe Tank shall be provided with a combination cleanout and gouge shall be pea grovel or crushed stone. Bockfill for steel tanks and pipe, aluminum pipe, and stainless anted pipe shalt be pea gravel, 1.4 QUALIFICATIONS connection as Indicated. The connection shall consist of a 2 inch crushed stone, or sad. pipe extending downward through the top of the tank to within 3 11 1.4.1 Experience inches of the tank bottom. The entire length of pipe inside the tank 2.10.1.1 Pea Gravel shall be provided with 1/2 inch wide by 12 inches long slots at Each Installation Contractor shall have successfully completed at alternate locations. The top of the pipe shall be provided with a bronze top -seal type adapter with a corresponding locking type cap. Pea grovel shall be between 1/8 and 3/4 inch diameter. least 3 projects of the some scope and the some size or larger within the last 6 years. Each Installation Contractor shall demonstrate 2.5.7 Tank Atmospheric Venting 2.10.1.2 Crushed Stone specific Installation experience in regard to the specific system installation to be performed. Each installation Contractor shall hove Vent pipe shall be in accordance with NEPA 30 and UL 142 Vent pipe Crushed atone shall be between 1/8 and 1/2 inch in diameter in taken, if applicable, manufacturers training courses on the sizing shod be as indicated . aceordlon with ASTM C 33. installation of piping, leak detection, and tank management systema and meet the litensing requirements in the state. 2.5.8 Tank. Overfill Prevention Valve 2.10.1.3 Sad 1.4.2 Welding Valve shall be placed within the tank interior and be an integral part Sand shall be fine sand aggregate in accordance with ASTM C 33, washed and thoroughly dried, contain no more than 500 PPM chlorides, contain Welding shall be in accordance with qualifying procedures using of the fill tube. Valve shall be a float actuated shutoff valve. Valve shall be constructed of the some material as the fill tube. no more than 500 PPM sulfates, and have a pH greater than 7. performance qualified welders and welding operators. Welding tests shall be performed at the work site. Procedures and welders shall be Valve shalt have 2 stages of shutoff. in the first stage the valve 2.10.2 Street Monway Assembly qualified in accordance with ASME BPV IX. Each welder or welding 5 gpm shall the restrict the flow of fuel into the tank to approximatelynkcapacity. when the liquid level rises above percent tank capacity. In the operator shall apply his assigned symbol mea each weld he makes as a t second stage the valve shall completely stop the flow of fuel into the pl Round street manhole frames and covers shall be the straight traffic permanent record. tank when the liquid level rises above 98 percent of tank capacity. type. Frames and covers shall be constructed of aluminum in accordance with ASTM B 26/8 26M, with the cover being a minimum of 1.5 REGULATORY REQUIREMENT'S 2.6 TANK GAUGES 5/16 inch thick. Covers shall be the solid plate type with a checker pattern. Covers shall form a watertight seal with the manhole frame 1.5.1 Permitting 2.6.1 Stick Gauge to prevent surface water inflow. Frame and cover assembly shall be rated to withstand H-20 highway loading as defined by AASHTO HB -16. Contractor shall obtain necessary permits in conjunction with the installation of Belowground storage tanks as required by federal. Tank shall be provided with 2 stick gauges graduated In feet, inches, state) ti local authority. and eighths of on inch. Stick gouge shall be of wood and treated after graduating to prevent swelling or damage from the fuel being 1.5.2 Registration stored.spect 2.10.3 Inspection Wdi Contractor shall obtain and complete all required tank registration 2.6.2 Tank Calibration Charts Each well shall be constructed of Schedule 40 PVC pipe and shall be 6 forms required by federal, state, and local authorities Tank shall be furnished with 2 copies of calibrated charts which inches In diameter. Well shall be factory slotted from the bottom to within 12 inches of grade. With the pipe installed vertically, slots 1.6 DELIVERY, STORAGE, AND HANDLING Indicate the liquid contents In gallons for each 1/8 Inch of tank shall be horizontal and hove a width of 0.02 inches with not less depth. than 30 dots per font Slots sholl encompass at least 80 percent of Stored items shall be protected from the weather and contamination. 2g.3 Digital Tank Gauge System the pipe's 360 degree perimeter with the pipe maintaining its Proper protection and care of material before, during, and ,after structural Integrity. Slots shall allow fluid within the soil to installation shalt be the Contractors responsibility. Any materials found to be damaged shall be replaced at the Contractors expense Gauge shall be electronically actuated and include a sending unit infiltrate into the pipe without allowing sediment to fill the pipe. Each well shall extend down 2 feet below the deepest buried storage During inatollaam piping and similar openings shall be copped to that transmits a digital signal to a liquid level electronic panel. The electronic panel shall be capable of providing a liquid level tank. Well shall hove a permanently fixed bottom cap. Wali shall keep foreign k out dirt and other farad matter. readout for each tank in terms of inches and gallons. Gouge shall be have a removable top cop that is protected from traffic with a watertight street manway and cover as indicated. Well shall have a 1.7 PROJECT/SITE CONDITIONS accurate to plus or minus 1/16 Inch and be capable of measuring a 3 8 Inch vent hole located direct) below the t ca to vent the / Y top P tank's liquid level over a tank's full usable ►€quid laud range. well. The top cap of each well shall be accessible from the surface 1.7.1 Verification of Dimensions Gouge construction shalt be compatible with the fuel to be handled. throe a 12 Inch diameter manhole. The manhole shall be constructed Gougeshall be capable of measuring water accumulation in Inches from P �9 of anted or fiberglass, have a coat Ira cover, be a minimum of 12 After becoming familiar with all details of the project, the 3/4 to 5 inches off the bottom of a storage tank. Gouge shall be inches , and be capable of withstanding H-20 highway loading as deep, aP 9 9 Y 9 Contractor shall verify dimensions in the field, and advise the capable of constantly sensing the fuel level In a storage tank as well defined by AASHTO HB -16. Each manhole cover shall hove the words 'DO Contracting Officer of any discrepancy before performing any work. as acknowledging 2 programmable liquid level setpoints. The electronic panel shot activate an audible and visual olorrr when each NOT FILL - INSPECTION WELL' cost permanently into the top. The 1.7.2 Fuel Supply setpoint is mo Itored. The 2 liquid level setpoints to be monitored letters shall be a minimum of 1/2 inch in size. shall include a tank's 90 percent liquid level (Setpoint 1) and a 2.10.4 Piping Containment Sump Fuel required for the flushing, cleaning, and testing of materials, tank's 95 percent liquid level (Setpoint 2). The panel sholl have a equipment, piping, meters, pumps, instruments, etc., as specified in moons of delineating between the individual setpoints and the Sump shall be constructed of fiberglass reinforced plastic and be this section shall be provided by the Contracting Officer. Fuel will individual tanks Unit shall be a VEEDER ROOT 350 1. chemically compatible with the fuels to be handled and E85 ethanol on be provided by tank trucks The Contractor shall provide the labor, the mogos systems. Sump shall not be connected in any way to the equipment, appliances, and materials required for the flushing, 2.7 ADAPTERS AND COUPLERS streb` monway cover or concretb ibove. The tap of a containment sump cleaning, and testing operations. Systems shall not be flushed, shod be capped with o watertight access cover. Cover shall be cleaned, or tested with any fuel or liquid not intended for final 2.7.1 Tight -Flt Fill Adopter constructed of the some material as the sump. Cover shall have a system operation. Fuel used in the system shall remain the property minimum diameter of 22 inches. Cover shall be easily removable of the Government. Fuel shortages not attributable to normal handling Adopter shall be bronze and be fitted with a Buna-N or Viton gasket. through the street monway above. Rainfall drainage from the street losses shall be reimbursed to the Government. Adapter sholl be the API standard 4 inch size. Adapter shall be a manhole above shall not drain Into a sump. Sump shall be capable of side seal adapter and provide a tight -fit connection to prevent vapor withstanding underground burial loads to be encountered. The aides of 1.7.3 Safety Requirements emissions during filling. The adopter shall be provided with a a containment sump shall allow the penetration of carrier pipes. locking cop. The cop shall mate with the adapter and hove a latching exterior containment pipes, conduits, and vapor pipes as required. Exposed moving parts, ports that produce high operating temperatures mechanism which provides a water tight seal. The cap shaft provide Penetrations in the containment sump sides shall be booted or sealed and pressures, ports which may be electrically energized, and parts - some type of locking provision and be easily attachable and removable. to ensure that liquid will not escape from the sump in the event that that may be a hazard to operating personnel shall be Insulated, fully The cap shod be attached to the tight -fit vapor recovery adapter by a the liquid level within the sump rises above the pipe penetration. enclosed, guarded, or fitted with other types of safety devices. 12 inch section of brass cable or fuel resistant rope. Boots and seals used shall be compatible with the fuel to be handled. Safety devices shall be installed so that proper operation of Boots and seals shall be water resistant to the influx of ground equipment is not impoired. 2.7.2 Tight -Fit Vapor Recovery Adapter water. Boots and seals shall be designed and installed to accommodate the anticipated amount of thermal expansion and contraction in the PART 2 PRODUCTS Adapter shall be braze and be fitted with o 8uno-N or Viten gasket. P g piping system. Adopter shall be the API standard 4 inch size. Adapter shall provide 2.1 STANDARD PRODUCTS a tight -fit connection to prevent vapor emissions during filling. 2.10.5 Cathodic Protection Adopter shall have an internal spring loaded poppet which prevents Materials and equipment shall be standard products of a manufacturer vapor emissions from the storage tank when the locking cap Is removed. Buried metallic components including pipe, anchors, conduit, etc., regulorfy, engaged In the manufacturing of such products, which are of The poppet shall open immediately during tank fill. The poppet shall shall be provided with a cathodic protection system in accordance with a similar material, design and workmanship. The standard products operate at a lower pressure/vocuum than the tank's pressure/vocuum Section 13110CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE) . shall hove been in satisfactory commercial or industrial use for 2 relief vent in order for vapors to return to the delivery truck Cathodic protection for metal components that attach to a tank shall years prior to bid opening. The 2 year use shall include applications instead of exiting through the vent piping. The poppet, the poppet be coordinated and compatible with the tank corrosion control system_ of equipment and materials under similar circumstances and of similar stem. and the poppet spring shall be stainless steel. The adopter size. The 2 years experience shall be satisfactorily completed by a shall be provided with a locking cop. The cop shall mote with the 2.10.6 Electrically Isolating Flanges product which has been sold or is offered for sale on the commercial adapter and have a latching mechanism which provides a water tight market through advertisements, manufacturers catalogs. or brochures. seal. The cop shall provide some type of locking provision and be Flanges shall be provided with an electrical insulating material of Products having less than a 2 year field service record will be easily attachable and removable. The cap shall be attached to the 1000 ohms minimum resistance conforming to ASTM D 229. The material acceptable if a certified record of satisfactory field operation, for tight -fit vapor recovery adapter by a 12 inchsection of brass cable or shall be resistant to the effects of the type of fuel to be handled. not less than 6000 hours exclusive of the manufacturer`s factory fuel resistant rope. Gaskets shall be full face and be provided between flanges. Faget tests, con be shown. Products shall be supported by a service shall have full surface 0.03 inch thick, spiral -wound mylor organization. System components shall be environmentally suitable for 2.8 VEHICLE DISPENSING UNIT Insulating sleeves between the bolts and the holes In the flanges. the Indicated locations. The completed installation shall conform to Bolts may have reduced shanks of a diameter not less than the diameter the applicable requirements of NFPA 30 or NFPA 30A, as applicable. at the root of the threads High-strength 1/8 inch thick phenolic Insulating washers shall be provided next to the flanges with flat circular stainless steel washers over the insulating washers. Bolts shall be long enough to compensate for the insulating gaskets and stainless steel washers. 2.10.7 Electrically Isolating Union Union shall be provided with an electrical insulating material of 1000 ohms minimum resistance conforming to ASTM D 229. The material shall be resistant to the effects of the type of fuel to be handled. 2.10.8 Concrete Anchor Bolts Concrete anchor bolts shah be group 11, Type A, class 2 in accordance with ASTM A 307. 2.10.9 Bolts Bolts shall be in accordance with ASTM A 193/A 193M, Grade B8. 2.10.10 Nuts Nuts shall be in accordance with ASTM A 194/A 194M, Grade 8. 2.10.11 Washers Washers shall be in accordance with, ASTM F 436, flat circular stainless steel. Washers shall be provided under each bolt head and nut. 2.10.12 Exterior Coating of Miscellaneous items Steel surfaces to be externally coated or painted shall be cleaned to a commercial grade blast cleaning finish in accordance with SSPC SP 6/NACE 3 prior to the application of the coating. Exterior surfaces, other than stainless steel pipe and flexible connectors, which are not otherwise painted and do not require the application of an exterior coating, as well as all items supplied without factory -applied finish paint, not including primer only Items, shall be painted as specified in Section 09900PAINTING, GENERAL 2.70.13 Buried Utility Tape Detectable aluminum foil plastic -booked tape or detectable magnetic plastic tape shall be provided for warning and identification of buried piping. Tape shall be detectable by on electronic detection instrument. Tape shall be provided in minimum 3 inch width rolls, color coded for the utility involved, with warning identification imprinted in bold black letters continuously and repeatedly over entre tape length. Permanent code and letter coloring shall be used which is unaffected by moisture and other substances contained in trench backfill material. 2.11 MONITORING SYSTEM 2.11.1 Belowground Storage Tank System The interstitial space of each belowground tank shall be continuously and automatically monitored to detect breaches in the integrity of the inner and/or outer tank shells. The interstitial space shall be monitored byan electronic capacitance type liquid sensor. The liquid sensor shall be capable of distinguishing the difference between hydrocarbons and water. Sensors shall be intrinsically safe for use in a class 1, division 1, group D environment as defined by NFPA 70. Sensors shall be easily removal from the tank. Sensors shall be compatible with the electronic monitoring panel. 2.11.2 Belowground Piping System Belowground piping systems and the despenser sumps shall be continuously and automatically monitored by electronic capacitance type liquid sensors as indicated. Sensors shall be capable of distinguishing the difference between hydrocarbons and water. Sensors shall be intrinsically safe for use in a class 1, division 1, group D environment as defined by NEPA 70. Sensors shall have a probability of detection of 95 percent and a probability of false alarm of 5 percent. Sensors shall be compatible with the electronic monitoring panel 2.11.3 Electronic Monitoring Panel Panel shall be remotely -mounted where indicated and shall be capable of providing an audible and visual alarm in the event of a detected leak. Audible alarms shall be a buzzer sounding at 70 decibels or greater. Each visual alarm shall indicate the type and location of the alarm condition. Visual alarms shall be capable of delineating between individual alarm conditions Panel shall provide a means of delineating between individual alarm conditions. Panel shall be housed in a standard industrial enclosure. Panel shall have a hinged door to swing left or right (doors shall not swing up or down). Panel using computer memory shall be capable of maintaining current programmable information in the event of a power failure. Panel shall be provided with a manual acknowledge switch which shall be capable of deactivating the audible alarm. The acknowledge switch shall not be capable of deactivating subsequent audible alarms unless uepressed manually again for each occurrence. Under no circumstance shall this acknowledgement switch extinguish the visual alarms until the alarm condition has been corrected. Switches shall be an integral component located on the front panel and be either a key switch or push button. 2.12 PIPING COMPONENTS 2.12.1 Product Piping Piping routinely carrying fuel and piping for compressed air shall be steel as defined herein. 2.12.2 Secondary Containment Piping Belowground piping carrying fuel shall be secondarily contained, unless otherwise indicated. Piping system shall be of double-wall construction with the internal pipe being the product pipe and the exterior pipe being on fiberglass reinforced plastic containment pipe as defined herein. Piping system shall be a factory manufactured piping system designed in accordance with ASME 831.3 and NEPA 30. The containment piping shall allow for complete inspection of the product piping before the containment piping is sealed. Containment piping shall be chemically compatible with the type of fuel to be handled. Containment piping shall be non -corrosive, dielectric, non - biodegradable, and resirtant to attack from microbial growth. Containment piping shall be capable of withstanding a minimum 5 psi air pressere. Containment piping shall be evenly separated from the primary, pipe using pipe supports which ore designed based on pipe size, pipe and fuel weight, and operating conditions. The supports shall be constructed of FRP and shall be designed so that no point loading occurs on the primary or exterior pipe. Supports shall be permanently attached to the product pipe either by tack welding or by an adhesive. The exterior piping and supports shall allow for normal dra}ning as well as the installation of any necessary leak detection equipment or cables. Supports shall be designed and installed to allow for pipe movement of both the product piping and the exterior piping without causing damage to either. Containment piping shall be capable of withstanding H-20 highway loading as defined by AASHTO HB - 16. 2.12.3 Vent and Vapor Recovery Piping Piping shall be single wall steel as defined herein. 2.12.4 Steel Pipe Carbon steel pipe shall be in accordance with ASTM A 53, Type E or S, Grade B, or API Spec 5L, seamless or electric -weld, Grade B. Pipe smaller than 2-1/2 inches shall be Schedule 80. ASTM A 53 pipe 2- 1/2 inches and larger shall be Schedule 40. API Spec 5L pipe 2-1/2 inches and larger shall be Schedule 40S. 2.12.4.1 Connections for Steel Pipe Connections for pipe or fittings smaller than 2-1/2 inches shall be forged, socket weld type, 2000 W.O.G. conforming to ASTM A 182/A 182M and ASME 816.11. Connections for pipe or fittings 2-1/2 inches and larger shall be butt weld type conforming to ASTM A 234/A 234M, Grade WPB and ASME 816.9 of the some wall thickness as the adjoining pipe. Piping in inaccessible locations, such as product piping inside of containment piping, shall be welded. 2.12.4.2 Welding Electrodes Welding electrodes shall be E70XX low hydrogen type conforming to AWS A5.1 or AWS A5.4. 2.12.4.3 Threaded Connections Threaded connections shall only be used on piping 2 inches in nominal size or smaller and only where indicated. Connections shall be in accordance with ASME 816.3, Class 150. Threaded connections shall be sealed tightly with a thread sealant or lubricant which is compatible with the fuel to be handled. 2.12.5 Fiberglass Reinforced Plastic (FRP) Pipe 2.12.5.1 Pipe Pipe shall be compatible with the fuel to be handled and be listed in UL Gas&Ofl Dir. Pipe shall be compatible with the fluid being transported. Use of FPR piping is limited to buried service only and at pressures not exceeding that marked on the pipe. 2.12.5.2 Fittings Fittings and joining materiels shall be listed in UL Gas&Oil Dir. Threaded fittings shall not be used for product piping in inaccessible locations. Fittings for secondary exterior pipe of double-wall piping system shall accommodate the primary inner pipe and any additional equipment required, such as leak detection cables. Fittings and Joining materials shall be compatible with the fuel to be handled. 2.12.6 Valves Portions of a valve coming in contact with fuel shall be compatible with the fuel to be handled and E85 ethanol on the mogas sysrem. Valves shall hove bodies, bonnets, and covers constructed of cast steel conforming to ASTM A 216/A 216M, Grade WCO. Each valve shall have stainless steel stem and trim. Valves shall be suitable for a working pressure of 275 psig at 100 degrees F with a weatherproof housing and be provided with flanged end connections unless indicated otherwise. Seats, body seals, and stem seals shall be Viton or Buno- N. 2.12.6.1 Gate Valve shall be in accordance with API Spec 6D and conform to the fire test requirements of API Spec 6FA Valve shall be of the flexible wedge disc type, conduit disc type, or double disc type. Valve shall be of the rising stem type with closed yoke, or the non -rising stem type equipped with a device to give positive visual indication of the valves position. 2.12.6.2 Swing Type Check Valve shall be swing type conforming to API Spec 6D regular type. Check valves shall be the tilting disc, non -slam type. Discs and seating rings shall be renewable without removing from the line. The disc shall be guided and controlled to contact the entire seating surface. 2.12.6.3 Wafer Type Check Valves shall conform to API Spec 6D and API Std 594. Wafer type check valves may be provided in lieu of swing check valves in piping sizes larger than 4 inches. 60-0Z -9 ALID Had T rs�'Id �d��SQN�'I to C\2 ------------------------------------_-------------------_----------_. .. 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