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I I i <br />SEE DET. B BELOW <br />SIEFL PLATES UNDER EACH <br />OPENING BY TANK MANUFACTURER -" VERIFY will TANK MFG <br />15,000 GAL. FIBERGLASS TANK SECTION <br />G <br />z <br />to <br />a'I <br />I <br />�,m <br />SII <br />4I <br />Y O <br />L <br />1 <br />elsealp <br />--'- <br />-1 <br />I <br />C) <br />n <br />� tJ <br />L,a <br />lam' <br />rg <br />T <br />6T <br />i <br />6i <br />IL <br />Z <br />x, <br />a - <br />E <br />H <br />I <br />l 11 <br />° <br />b <br />oiu <br />_7 <br />_I <br />C1 <br />u <br />I <br />I <br />F, <br />a <br />v <br />Y <br />I -------4" <br />ALUMINUM FILL TUBE <br />W/POSITIVE. Sill <br />I <br />I <br />MONITORPROBE TO LOW <br />' <br />END OF i ANK. <br />$ <br />n <br />1r <br />I <br />II <br />I I <br />1 <br />SLOPE TANK 1" IN 10' <br />DOWN TOWA' DS FILL END <br />- <br />11 <br />I I i <br />SEE DET. B BELOW <br />SIEFL PLATES UNDER EACH <br />OPENING BY TANK MANUFACTURER -" VERIFY will TANK MFG <br />15,000 GAL. FIBERGLASS TANK SECTION <br />G <br />z <br />�/- <br />' I - <br />I ---4" ALUMrUM FILL TUBE W/POSITIVE SHUT OFF <br />I �r <br />MONITGRIPROBE TO LOW <br />I END OF ANK. <br />11 <br />II <br />III <br />1 <br />I I <br />SLOPE TANK 1" IN 10' <br />I DOWN TOAA DS FILL ENO <br />�. Id 1 1 <br />STEEL PLATES UNDER EACH <br />OPENING BY TANK MANUFACTURER-' <br />MIN. <br />VERIFY W/ TANK MFG, <br />20,000 GAL. FIBERGLASS TANK SECTION <br />SCALE: 1/4" . V-0" <br />U) EV XULU, la <br />TUBE <br />OF FIBERGLASS OVERLAY <br />STEEL PLATE <br />7 <br />--PEA GRAVEL <br />BACKFILL <br />2,p <br />\ 41. <br />fi YI� <br />SEE SET. B BELOW <br />I I <br />I I <br />I I <br />I I <br />I I <br />PEA GRAVEL <br />BACKFILL <br />LJ <br />1 1 k <br />- <br />MIN. <br />- --PUMP <br />TUBE <br />4" <br />`-- STEEL PLATE <br />DE`t &5L B <br />MIN. <br />SPECIFICATIONS <br />1.3 EXCAVATION AND BACKFILL: <br />A. EXCAVATION; If unexpected water condition or rock is encountered, immediately contact the <br />Owner Rep. for instructions before proceeding with the excavation. <br />B. TANK HOLE SIZE IN STABLE SOIL: Size excavation perimeter to allow 36" minimum between tanks <br />antl 24" minimum between tank sides and end caps and the wall of the tank hole, <br />C. TANK HOLE SIZE IN UNSTABLE SOIL: <br />1. Unstable soil is defined as having less than 750 lbs./sq. 1l. cohesion, as calculated from on <br />unconfined compression test, or soils with an ultimate bearing capacity of less then 3,500 <br />lbs./sq.ft Loose sand, muck, bog, peat, swamp or landfill where soil is soft are generally <br />considered unstable sails. <br />2. Size excavation perimeter to allow 36" minimum between tanks and a minimum of half the tank <br />diameter between the lank sides/end caps and the wall of the lank hole. <br />rubric lie hole f FRP tanks in soil, <br />J. Filter abrl- will be used to n tank oil or R ll s unstable <br />4. Permanent o shoring may be used la stabilize the walls of the Conk hole, le the discretion of the <br />Contractor and/or Owner Rep. If permanent shoring is used, fallow "Stable Sail" size criteria. <br />Refer to "Alternate Backfill Materials", below. <br />D. DEPTH OF TANK HOLE. <br />1. Contractor is responsible for establishing the tank hole depth, considering the length of piping <br />runs, to the pump blocks and vent risers, pipe burial depth, yard slope and the following criteria; <br />(Measure at the Remove Pump opening), <br />o. FRP: The minimum depth of cover is 4'-0" and the maximum is 7'-0". <br />E, SAFETY REOUIRE.MENT: <br />No person shall enter a tank hole excavation below the 5 ft. deep level unless the walls are shored <br />or side sloped as prescribed by current OSHA regulations. No exceptions. State or local requirements <br />that are more restrictive than Company specifications are to be adhered to as though specified in <br />Company specifications. The Contractor is responsible for any design, materials, equipment, permits, <br />etc., for shoring or side sloping a hole. <br />F. FILL AND BACKFILL: <br />All fill material shall be of granular nature, free train vegetation and extraneous material. Owner <br />Repshall inspect and approve the material before it is spread Spread material in lifts not to exceed <br />12 inches and tamp thoroughly, when required by local code, Contractor shall provide a compaction <br />lest far certification of fill. <br />1.4 BALLAST <br />A. MATERIALS <br />Water is to be used as a ballast under all conditions where ballost is required. <br />B. DRY HOLE CONDITION: <br />Tonks, with backfill to lop of tanks, must be ballasted if there is any chance that surface or <br />subsurface water will enter the lank hole to a depth of 23" or greater above the bottom of the <br />tanks. <br />C. WET HOLE CONDITION; <br />Aie mpt to pumpwater from the tank hole to maintain a "Dr Hole Condition". If unable to obtain <br />o 'Pry Hole Condition",Owner Rep. n "l be and be and will p!ermine the course of action h ebe <br />, <br />followed, Install filter fabric, lie -down "logs" and bedding as specified elsewhere. Set tank in hale, <br />partially fill with water until it sinks firmly on the bed. Use only enough water to behest tank until <br />backfill is to top of tonk. After backfill to top of tank, fill tank with water until completion of <br />instolletion. <br />CAUTION - BALLAST LEVEL MUST NEVER EXCEED WATER OR BACKFILL LEVEL IN THE HOLE <br />DURING INSTALLATION. Do not remove ballast until tank slab has been poured. Do not set remote <br />pump motor until ballast water hos been removed from tank. <br />1.5 DOABLE WALL FRP TANK INSTALLATION: <br />A. MATERIALS: <br />1. Double-wall fiberglass reinforced plastic (FRP) storage tanks as supplied by Owner are to be <br />installed by Contractor in accordance with the plans and specifications as supplied by <br />m,anufaclarer. <br />2. Other Contractor supplied equipment included vapor recovery (when specified) Phase I <br />Assemblies: Adapters, dust caps and nameplate holders. Phase it Equipment; Ari Recirculation <br />valve, high hose retractor, nozzle swivels, flow limiter, anti -kink springs, swivel stops, clamps, <br />extension, <br />1.6 HANDLING OF FRP TANKS; <br />f -I the n from the deliver vehicle. <br />A. RESPONSIBILITY: The of sufficient <br />ter is responsible or off-loading us e to ks y <br />A crane or backhoe of su Hicient lilting capacity must be used. The weight of the double wall FRP <br />tank is approximately 5000 - 6000 pounds, <br />B. LIFTING & MOVING: When lifting or moving on FRP tank, always use properly sized equipment and <br />lift by lifting lug(s). On large tanks, greater than 8' diameter, use a spreader bar to ensure a lift angle <br />of at least 45' at each lifting lug, Never roll or use cables or chains around an FRP tank. Set on <br />smooth ground, free of rocks and foreign objects, <br />EXCEPTION - Tank can be rolled up to 90' on a smooth clean surface when performing the "pre- <br />installation" pressure lest. <br />C. CHOCKING: Tanks are to be chocked In accordance with manufacturer's recommendation until <br />ready for installation. If windy conditions exist or are expected, anchor tanks using minimum 1/2" <br />nylon or hemp rope over each lank and secure to stakes of adequate size to prevent movement of <br />the tanks. <br />D. OPENINGS: All tanks are shipped with dust covers or steel plugs in each opening. Dust covers are to <br />remain irk each opening until ready for the pre-instaltalion pressure test. All tanks must have either a <br />dust captor steel plugs in place or a 5 psi pressure relief valve in place at all times. <br />E. DAMAGE: vI <br />1. Asped all tanks carefully for signs of damage upon receipt. Note any damage on the shipping <br />documents and notify the Owner Rep. Contact the tank manufacturer for additional <br />inforrl,atlon. <br />2. If the tank is damaged of any other time, do not attempt repairs. Notify Owner Rep, who will <br />detemine the course of action. <br />F. SETTING: Set tanks on prepared bed with a slope downward toward the fill end of the tank. A slope <br />of 3" diflerence between the two extreme openings of the tank is desired. The acceptable range of <br />slope is 4" maximum and 2" minimum; with the fill end lower than remote pump and of the lank. <br />Tanks that exceed the acceptable slope or that slope downward to the remote pump end are <br />improperly set and must be reset. <br />G. INSTALLATION WITH APPROVED MATERIALS: <br />1. Place a 12" lift of bockfill evenly around the tanks. Push backfill completely underneath the tank <br />between the ribs and under theendcops. Procedure can be done from bank or adjacent tank top, <br />If a man will be in the hole to "work" the bit i!1, hole must be shared or side sloped as <br />prescribed by current OSHA regulations. <br />2. Place second 12" lift or backiill evenly around the tanks, Again, repeat the "working" or backfill <br />between the ribs and under the end caps. Add backfill evenly around the tanks up to the tops <br />Of the tanks. <br />3. Backfill to subgrade after piping and testing is completed, <br />H. INSTALLATION WITH ALTERNATE MATERIALS: All alternate materials most receive written approval from <br />the tank manufacturer and the Owner representative. <br />1.7 TANK TESTING <br />A. PRE -INSTALLATION TEST SET UP: Prior to the pre -installation test, all shipping pads most be <br />removed from the tank and the vacuum on the annular space must be released, <br />A vacuum on the annular space is not substitute for the pre -installation test. All installation tests <br />must be performed and recorded on company supplied forms. <br />B. NOTIFICATION: <br />The Owner Rep., MUST observe all tests, Notify of least 24 hours in advance of any tests. <br />C. PRESSURE APPLICATION SYSTEM: <br />The pressure application system is to have two pressure gauges (range 0 to 10 psi with 5 psi <br />pressure reliefs) in the system, both in good condition and having been tested and calibrated within <br />a three-month period prior to the tank lest (copy of the lest and calibration data to be furnished to <br />the Owner Rep. upon request). <br />USE EXTREME CARE AROUND AND NEAR THE PRESSURIZED TANK. Relieve the pressure prior to <br />moving the tank or removingon fittings. <br />Never pressurize the secondary router) lock without pressurizing the primary (inner) tank first. <br />0. LEAKING TANKS, <br />DO NOT install a tank which shows any evidence of a leak. The Owner Rep Is to be notified of any <br />damage and will determine the course of action to be followed. <br />E. SCOPE OF WORK: <br />The Contractor Is responsible for all labor, material and equipment necessary to conduct the <br />following Ni <br />Pre -Installation Pressure Test, Air <br />After-Instdlallor Pressure Test, Air or Hydrostatic <br />GENERAL NOTES <br />1. SET TANK DEPTH TO ALLOW PRODUCT, VAPOR, AND VENT LINES <br />TO SLOPE 1/4' PER FOOT MIN. DOWN TO TANK. <br />2. CONTRACTOR SHALL VERIFY THAT THE TURBINE HEAD WILL. BE 4" TO 6" <br />A80VE THE TANK BOTTOM. DO NOT INSTALL TURBINE PUMP ASSEMBLY <br />IF IT IS LESS THAN 4" FROM BOTTOM OF TANK. <br />3, REMOVE SHIPPING PADS FROM TANKS PRIOR TO INSTALLATION. <br />F. ACCEPTABLE "SOAPS": "Seeping" the tank and fittings during the lest is to be done using a small <br />garden -type hand -pressurized spray unit, The test soap shall be a high foaming "scop" that bubbles <br />easily if In contact with on air leak in the lank but won't bubble due to dispensing from the pressure <br />applicator. Acceptable soaps are: <br />$earn Test Concentrate" <br />"Amway Lac High Soap" <br />"47006 Soulhbend Leak Detector" <br />or approved equal <br />G. PRE -INSTALLATION PRESSURE TEST, AIR: Extreme care is to be used around and near the <br />pressurized lank. Never pressurize the secondary (outer) tank without pressurizing the primary <br />(inner) tank. <br />1. Primary (Inner) Tank Test: <br />Tighten all lank fillings. Locale a pressure gauge in the vent/rnorutor filling In the secondary <br />(outer) lank. Locale a second pressure gage at a fitting in the manwey and connect the air <br />pressure hose to this some tilting. Pressurize the primary (inner) lank to o minimum 4 psi, <br />maximum 5 psi, Monitor the pressure gages a minimum of 1/2 hour. There should be no pressure <br />increase in the secondary (outer) tank. Soop all lank fittings. <br />2. Secondary (external) Tank Test: <br />Maintain the pressure in the primary lank. Free the hose from the service fitting by cutting the <br />nyon lie. Insert the hose Into the Quick Disconnect check valve (found of the lop of the service <br />fitting), This wnI allow air to transfer from the primary to secondary tank. Pressurize. to 5 PSIG. <br />Add or remove or via the supply valve as needed and allow the pressure to stabilize, Close <br />the voiva on the test manifold. Disconnect the air supply line. Monitor the pressure for one hour. <br />Soup the entire exterior of the tank and watch for active air bubbles which indicate a leak. <br />valve. the air supply like already Should have been disconnected, Kien the air flow from the supply <br />valve sloPs, remove the test manifold, <br />Whe <br />the test is complete, carefully release the air pressure from the tank by opening the supply <br />H. POST-ININSTALLATION PRESSURE TEST, AIR: <br />1. Primary (Inner) Tank Test: Perform this test with all tank risers and fittings attached. Tighten all <br />tank fittings. Locate a pressure gauge in one of the annular space monitor fittings in the <br />secondary (outer) tank, Locate o second pressure gauge with a 5 psi pressure relief, to one of <br />the primary inner) lank fittings and connect the air pressure hose to this some filling. Pressurize <br />t hie pr imory inner) tank to a minimum of 4 psi (maximum 5 psi). Soap all lank fittings and <br />monitor the pressure gauge for a minimum of 1/2 hour. There should be no pressure increase In <br />the secondary (outer) fork. <br />2. Secondary (outer) tank Test: Disconnect the air supply but maintain the pressure on the primary <br />Lack. Pressurize the secondary (outer) tank using o flexible air hose manifold. Connect a pressure <br />hose from the primary lank to the annular space monitor fitting, <br />Pressurize the secondary tank by opening the manifold valve between the <br />primary and secondary tank. If necessary, bring pressure of both tanks to a minimum of 4 psi <br />(maximum 5 psi) by reconnecting the air supply to the primary tank. <br />Monitor the pressure for 1/2 hour and soap all lank fittings, risers and pipe connections. Upon <br />completion of the test, release the air pressure from the secondary tank prior to releasing <br />pressure from the rimae tank. Damage to the rimae tank may result Ii h pressure if n <br />p e y a y primary y the p ossa a of <br />relieved from the secondary tank first. <br />Caution: Relieve all took pressure pr(or to removing any fittings. <br />I, POST -INSTALLATION PRESSURE TEST, HYDROSTATIC: No lank trial shows any evidence of a leak <br />is to be kept in the system. Any damage incurred to the tank during the installation will be ccnlraclars <br />responsibility. The Owner Rep. Is to be notified of any damage and will determine the course of <br />action to be followed. <br />If a hydrostatic test is required by a local agency, the contractor is to isolate the lank for testing and <br />reconnect when testing is complete. They hydrostatic test will be obtained by Owner, <br />J INTERNAL MEASUREMENTS: Take internal diameter measurements at the fill and the remote e pump <br />openings, on both single <br />and double wall FRP tanks. The Contractor, witnessed by the Owner <br />Rep., is responsible for making and recording on a form provided by the Company, the required <br />measurements. Take the first set of measurements prior to placing any backfill around the lank The <br />second set of measurements is to be taken when the backfill has reached subgrade (prior to pouring <br />to concrete slob). - <br />If the difference between two sets of readings is greater than 1 1/2" stop the job, The: Owner Rep. <br />is to be notified and will determine the course of action, Contact the tank manufacturer for further <br />guido,nce. <br />K. BALLASTING: Only the primary (inner) lank shot be used when ballasting the tank. Never fill the <br />secondary (outer) tank with a fluid. If the tanks are ballasted, conduct Hydrostatic Test (instead of <br />the post -installation air test) an the tank and fittings. <br />L. BURIAL DEPTH: The burial depth from the top of the tock to ground level shall be a mhimum of 3 <br />feet -and a maximum of 7 feet, the fittings, if a manway is used, will be approximately 5 to 6 inches <br />off the top of the took. This shall be considered for the slope of the piping and thus may affect the <br />Lank burial depth, <br />M. VENTING: Vent the annular space between the primary and secondary tank only if required by local <br />Jurisdictions- Venting of the annular space is not required by the tank manufacturer. If required, 2 <br />inch FRP pipe sholl be manifold between the tanks and connected to one vent riser. Do not use the <br />primary (product) tank vent to eal the annular space. <br />N. INTERSTITIAL MONITOR: A pull string may be in <br />the took. Install a new pull string it the string is <br />missing, lost or broken. The pull string is not a tank manufacturer worfanly item, Install the <br />interstitial monitor at the bottomcenterline of the FRP tank. Insert fish tape through the annular <br />space. Tag both the pull string to the probe signal cable at 12.5 ft. plus the burial depth. Attach the <br />pull string to the probe and to the fish, Tripe and pull probe into lank. When the tags on the signal <br />cable and the pull string match the probe is at the bottom centerline of the took. The pull string is <br />to remain in place for future accessibility. <br />0. INSTALLING THE CONTAINMENT SUMP: The containment sump must be watertight to prevent <br />liquid ingress or egress. Fiberglas inside and outside of tank collar <br />P. INSTALLING THE SPILL CONTAINMENT FILLBOX: The spill containment Albox must be liquid light. <br />Test all fillboxes by filling with tater for a minimum of one hour, There should be no drop in the <br />water level during this test. Do rot drain woter'into the tank. <br />1.8 APPROVED MATERIALS <br />A. APPROVED BACKFILL MATERIALS:. <br />L PEA GRAVEL: A dean, naturally rounded aggregate with a 1/8" minimum and a 3/4" maximum <br />diiorneter. Up to 57 of the particles may pass through a 48 sieve; <br />2, STONE OR GRAVEL CRUSHING$: Washed material with a particle size between 1/8" and 1/2". Up <br />to 5% of the particles may pass through a 48 sieve. <br />NOTE: Approved materials mustbe dry, free of Ice and snow, and meet ASTM C-33, Paragraph 7.1 <br />for quality and soundness. The dry gavel density must be a minimum of 95 pounds per cubic foot. <br />B. TANK HOLE LINER: Contractor is to provided a Filter Fabric Tank Hole Liner when: <br />1. Tank hole is unstable soil, or <br />2. Specified by Owner Rep. The entire lank hold (sides and bottom) shall be covered. Lay the <br />fabric with 2 foot minimum overlops. <br />NOTE: Bedding material, tie -dawn "logs" and sample wells are to be placed on the top of the filter fabric. <br />Excess fabric at top of the hole should be folded over the backfill material at subgrade level. <br />C, APPROVED FILTER FABRIC MATERIAL: <br />Reemay Inc - Typor 3401 or Typor 3341 <br />Phillips Fibers Corp. - 'Supac 4Np" fabric <br />Hoechst Coldness Corp. - Trsviro $1120 <br />or fabric approved by the tank manufacturer. <br />to <br />a'I <br />I <br />�,m <br />SII <br />4I <br />Y O <br />L <br />1 <br />.S:N <br />--'- <br />I <br />�/- <br />' I - <br />I ---4" ALUMrUM FILL TUBE W/POSITIVE SHUT OFF <br />I �r <br />MONITGRIPROBE TO LOW <br />I END OF ANK. <br />11 <br />II <br />III <br />1 <br />I I <br />SLOPE TANK 1" IN 10' <br />I DOWN TOAA DS FILL ENO <br />�. Id 1 1 <br />STEEL PLATES UNDER EACH <br />OPENING BY TANK MANUFACTURER-' <br />MIN. <br />VERIFY W/ TANK MFG, <br />20,000 GAL. FIBERGLASS TANK SECTION <br />SCALE: 1/4" . V-0" <br />U) EV XULU, la <br />TUBE <br />OF FIBERGLASS OVERLAY <br />STEEL PLATE <br />7 <br />--PEA GRAVEL <br />BACKFILL <br />2,p <br />\ 41. <br />fi YI� <br />SEE SET. B BELOW <br />I I <br />I I <br />I I <br />I I <br />I I <br />PEA GRAVEL <br />BACKFILL <br />LJ <br />1 1 k <br />- <br />MIN. <br />- --PUMP <br />TUBE <br />4" <br />`-- STEEL PLATE <br />DE`t &5L B <br />MIN. <br />SPECIFICATIONS <br />1.3 EXCAVATION AND BACKFILL: <br />A. EXCAVATION; If unexpected water condition or rock is encountered, immediately contact the <br />Owner Rep. for instructions before proceeding with the excavation. <br />B. TANK HOLE SIZE IN STABLE SOIL: Size excavation perimeter to allow 36" minimum between tanks <br />antl 24" minimum between tank sides and end caps and the wall of the tank hole, <br />C. TANK HOLE SIZE IN UNSTABLE SOIL: <br />1. Unstable soil is defined as having less than 750 lbs./sq. 1l. cohesion, as calculated from on <br />unconfined compression test, or soils with an ultimate bearing capacity of less then 3,500 <br />lbs./sq.ft Loose sand, muck, bog, peat, swamp or landfill where soil is soft are generally <br />considered unstable sails. <br />2. Size excavation perimeter to allow 36" minimum between tanks and a minimum of half the tank <br />diameter between the lank sides/end caps and the wall of the lank hole. <br />rubric lie hole f FRP tanks in soil, <br />J. Filter abrl- will be used to n tank oil or R ll s unstable <br />4. Permanent o shoring may be used la stabilize the walls of the Conk hole, le the discretion of the <br />Contractor and/or Owner Rep. If permanent shoring is used, fallow "Stable Sail" size criteria. <br />Refer to "Alternate Backfill Materials", below. <br />D. DEPTH OF TANK HOLE. <br />1. Contractor is responsible for establishing the tank hole depth, considering the length of piping <br />runs, to the pump blocks and vent risers, pipe burial depth, yard slope and the following criteria; <br />(Measure at the Remove Pump opening), <br />o. FRP: The minimum depth of cover is 4'-0" and the maximum is 7'-0". <br />E, SAFETY REOUIRE.MENT: <br />No person shall enter a tank hole excavation below the 5 ft. deep level unless the walls are shored <br />or side sloped as prescribed by current OSHA regulations. No exceptions. State or local requirements <br />that are more restrictive than Company specifications are to be adhered to as though specified in <br />Company specifications. The Contractor is responsible for any design, materials, equipment, permits, <br />etc., for shoring or side sloping a hole. <br />F. FILL AND BACKFILL: <br />All fill material shall be of granular nature, free train vegetation and extraneous material. Owner <br />Repshall inspect and approve the material before it is spread Spread material in lifts not to exceed <br />12 inches and tamp thoroughly, when required by local code, Contractor shall provide a compaction <br />lest far certification of fill. <br />1.4 BALLAST <br />A. MATERIALS <br />Water is to be used as a ballast under all conditions where ballost is required. <br />B. DRY HOLE CONDITION: <br />Tonks, with backfill to lop of tanks, must be ballasted if there is any chance that surface or <br />subsurface water will enter the lank hole to a depth of 23" or greater above the bottom of the <br />tanks. <br />C. WET HOLE CONDITION; <br />Aie mpt to pumpwater from the tank hole to maintain a "Dr Hole Condition". If unable to obtain <br />o 'Pry Hole Condition",Owner Rep. n "l be and be and will p!ermine the course of action h ebe <br />, <br />followed, Install filter fabric, lie -down "logs" and bedding as specified elsewhere. Set tank in hale, <br />partially fill with water until it sinks firmly on the bed. Use only enough water to behest tank until <br />backfill is to top of tonk. After backfill to top of tank, fill tank with water until completion of <br />instolletion. <br />CAUTION - BALLAST LEVEL MUST NEVER EXCEED WATER OR BACKFILL LEVEL IN THE HOLE <br />DURING INSTALLATION. Do not remove ballast until tank slab has been poured. Do not set remote <br />pump motor until ballast water hos been removed from tank. <br />1.5 DOABLE WALL FRP TANK INSTALLATION: <br />A. MATERIALS: <br />1. Double-wall fiberglass reinforced plastic (FRP) storage tanks as supplied by Owner are to be <br />installed by Contractor in accordance with the plans and specifications as supplied by <br />m,anufaclarer. <br />2. Other Contractor supplied equipment included vapor recovery (when specified) Phase I <br />Assemblies: Adapters, dust caps and nameplate holders. Phase it Equipment; Ari Recirculation <br />valve, high hose retractor, nozzle swivels, flow limiter, anti -kink springs, swivel stops, clamps, <br />extension, <br />1.6 HANDLING OF FRP TANKS; <br />f -I the n from the deliver vehicle. <br />A. RESPONSIBILITY: The of sufficient <br />ter is responsible or off-loading us e to ks y <br />A crane or backhoe of su Hicient lilting capacity must be used. The weight of the double wall FRP <br />tank is approximately 5000 - 6000 pounds, <br />B. LIFTING & MOVING: When lifting or moving on FRP tank, always use properly sized equipment and <br />lift by lifting lug(s). On large tanks, greater than 8' diameter, use a spreader bar to ensure a lift angle <br />of at least 45' at each lifting lug, Never roll or use cables or chains around an FRP tank. Set on <br />smooth ground, free of rocks and foreign objects, <br />EXCEPTION - Tank can be rolled up to 90' on a smooth clean surface when performing the "pre- <br />installation" pressure lest. <br />C. CHOCKING: Tanks are to be chocked In accordance with manufacturer's recommendation until <br />ready for installation. If windy conditions exist or are expected, anchor tanks using minimum 1/2" <br />nylon or hemp rope over each lank and secure to stakes of adequate size to prevent movement of <br />the tanks. <br />D. OPENINGS: All tanks are shipped with dust covers or steel plugs in each opening. Dust covers are to <br />remain irk each opening until ready for the pre-instaltalion pressure test. All tanks must have either a <br />dust captor steel plugs in place or a 5 psi pressure relief valve in place at all times. <br />E. DAMAGE: vI <br />1. Asped all tanks carefully for signs of damage upon receipt. Note any damage on the shipping <br />documents and notify the Owner Rep. Contact the tank manufacturer for additional <br />inforrl,atlon. <br />2. If the tank is damaged of any other time, do not attempt repairs. Notify Owner Rep, who will <br />detemine the course of action. <br />F. SETTING: Set tanks on prepared bed with a slope downward toward the fill end of the tank. A slope <br />of 3" diflerence between the two extreme openings of the tank is desired. The acceptable range of <br />slope is 4" maximum and 2" minimum; with the fill end lower than remote pump and of the lank. <br />Tanks that exceed the acceptable slope or that slope downward to the remote pump end are <br />improperly set and must be reset. <br />G. INSTALLATION WITH APPROVED MATERIALS: <br />1. Place a 12" lift of bockfill evenly around the tanks. Push backfill completely underneath the tank <br />between the ribs and under theendcops. Procedure can be done from bank or adjacent tank top, <br />If a man will be in the hole to "work" the bit i!1, hole must be shared or side sloped as <br />prescribed by current OSHA regulations. <br />2. Place second 12" lift or backiill evenly around the tanks, Again, repeat the "working" or backfill <br />between the ribs and under the end caps. Add backfill evenly around the tanks up to the tops <br />Of the tanks. <br />3. Backfill to subgrade after piping and testing is completed, <br />H. INSTALLATION WITH ALTERNATE MATERIALS: All alternate materials most receive written approval from <br />the tank manufacturer and the Owner representative. <br />1.7 TANK TESTING <br />A. PRE -INSTALLATION TEST SET UP: Prior to the pre -installation test, all shipping pads most be <br />removed from the tank and the vacuum on the annular space must be released, <br />A vacuum on the annular space is not substitute for the pre -installation test. All installation tests <br />must be performed and recorded on company supplied forms. <br />B. NOTIFICATION: <br />The Owner Rep., MUST observe all tests, Notify of least 24 hours in advance of any tests. <br />C. PRESSURE APPLICATION SYSTEM: <br />The pressure application system is to have two pressure gauges (range 0 to 10 psi with 5 psi <br />pressure reliefs) in the system, both in good condition and having been tested and calibrated within <br />a three-month period prior to the tank lest (copy of the lest and calibration data to be furnished to <br />the Owner Rep. upon request). <br />USE EXTREME CARE AROUND AND NEAR THE PRESSURIZED TANK. Relieve the pressure prior to <br />moving the tank or removingon fittings. <br />Never pressurize the secondary router) lock without pressurizing the primary (inner) tank first. <br />0. LEAKING TANKS, <br />DO NOT install a tank which shows any evidence of a leak. The Owner Rep Is to be notified of any <br />damage and will determine the course of action to be followed. <br />E. SCOPE OF WORK: <br />The Contractor Is responsible for all labor, material and equipment necessary to conduct the <br />following Ni <br />Pre -Installation Pressure Test, Air <br />After-Instdlallor Pressure Test, Air or Hydrostatic <br />GENERAL NOTES <br />1. SET TANK DEPTH TO ALLOW PRODUCT, VAPOR, AND VENT LINES <br />TO SLOPE 1/4' PER FOOT MIN. DOWN TO TANK. <br />2. CONTRACTOR SHALL VERIFY THAT THE TURBINE HEAD WILL. BE 4" TO 6" <br />A80VE THE TANK BOTTOM. DO NOT INSTALL TURBINE PUMP ASSEMBLY <br />IF IT IS LESS THAN 4" FROM BOTTOM OF TANK. <br />3, REMOVE SHIPPING PADS FROM TANKS PRIOR TO INSTALLATION. <br />F. ACCEPTABLE "SOAPS": "Seeping" the tank and fittings during the lest is to be done using a small <br />garden -type hand -pressurized spray unit, The test soap shall be a high foaming "scop" that bubbles <br />easily if In contact with on air leak in the lank but won't bubble due to dispensing from the pressure <br />applicator. Acceptable soaps are: <br />$earn Test Concentrate" <br />"Amway Lac High Soap" <br />"47006 Soulhbend Leak Detector" <br />or approved equal <br />G. PRE -INSTALLATION PRESSURE TEST, AIR: Extreme care is to be used around and near the <br />pressurized lank. Never pressurize the secondary (outer) tank without pressurizing the primary <br />(inner) tank. <br />1. Primary (Inner) Tank Test: <br />Tighten all lank fillings. Locale a pressure gauge in the vent/rnorutor filling In the secondary <br />(outer) lank. Locale a second pressure gage at a fitting in the manwey and connect the air <br />pressure hose to this some tilting. Pressurize the primary (inner) lank to o minimum 4 psi, <br />maximum 5 psi, Monitor the pressure gages a minimum of 1/2 hour. There should be no pressure <br />increase in the secondary (outer) tank. Soop all lank fittings. <br />2. Secondary (external) Tank Test: <br />Maintain the pressure in the primary lank. Free the hose from the service fitting by cutting the <br />nyon lie. Insert the hose Into the Quick Disconnect check valve (found of the lop of the service <br />fitting), This wnI allow air to transfer from the primary to secondary tank. Pressurize. to 5 PSIG. <br />Add or remove or via the supply valve as needed and allow the pressure to stabilize, Close <br />the voiva on the test manifold. Disconnect the air supply line. Monitor the pressure for one hour. <br />Soup the entire exterior of the tank and watch for active air bubbles which indicate a leak. <br />valve. the air supply like already Should have been disconnected, Kien the air flow from the supply <br />valve sloPs, remove the test manifold, <br />Whe <br />the test is complete, carefully release the air pressure from the tank by opening the supply <br />H. POST-ININSTALLATION PRESSURE TEST, AIR: <br />1. Primary (Inner) Tank Test: Perform this test with all tank risers and fittings attached. Tighten all <br />tank fittings. Locate a pressure gauge in one of the annular space monitor fittings in the <br />secondary (outer) tank, Locate o second pressure gauge with a 5 psi pressure relief, to one of <br />the primary inner) lank fittings and connect the air pressure hose to this some filling. Pressurize <br />t hie pr imory inner) tank to a minimum of 4 psi (maximum 5 psi). Soap all lank fittings and <br />monitor the pressure gauge for a minimum of 1/2 hour. There should be no pressure increase In <br />the secondary (outer) fork. <br />2. Secondary (outer) tank Test: Disconnect the air supply but maintain the pressure on the primary <br />Lack. Pressurize the secondary (outer) tank using o flexible air hose manifold. Connect a pressure <br />hose from the primary lank to the annular space monitor fitting, <br />Pressurize the secondary tank by opening the manifold valve between the <br />primary and secondary tank. If necessary, bring pressure of both tanks to a minimum of 4 psi <br />(maximum 5 psi) by reconnecting the air supply to the primary tank. <br />Monitor the pressure for 1/2 hour and soap all lank fittings, risers and pipe connections. Upon <br />completion of the test, release the air pressure from the secondary tank prior to releasing <br />pressure from the rimae tank. Damage to the rimae tank may result Ii h pressure if n <br />p e y a y primary y the p ossa a of <br />relieved from the secondary tank first. <br />Caution: Relieve all took pressure pr(or to removing any fittings. <br />I, POST -INSTALLATION PRESSURE TEST, HYDROSTATIC: No lank trial shows any evidence of a leak <br />is to be kept in the system. Any damage incurred to the tank during the installation will be ccnlraclars <br />responsibility. The Owner Rep. Is to be notified of any damage and will determine the course of <br />action to be followed. <br />If a hydrostatic test is required by a local agency, the contractor is to isolate the lank for testing and <br />reconnect when testing is complete. They hydrostatic test will be obtained by Owner, <br />J INTERNAL MEASUREMENTS: Take internal diameter measurements at the fill and the remote e pump <br />openings, on both single <br />and double wall FRP tanks. The Contractor, witnessed by the Owner <br />Rep., is responsible for making and recording on a form provided by the Company, the required <br />measurements. Take the first set of measurements prior to placing any backfill around the lank The <br />second set of measurements is to be taken when the backfill has reached subgrade (prior to pouring <br />to concrete slob). - <br />If the difference between two sets of readings is greater than 1 1/2" stop the job, The: Owner Rep. <br />is to be notified and will determine the course of action, Contact the tank manufacturer for further <br />guido,nce. <br />K. BALLASTING: Only the primary (inner) lank shot be used when ballasting the tank. Never fill the <br />secondary (outer) tank with a fluid. If the tanks are ballasted, conduct Hydrostatic Test (instead of <br />the post -installation air test) an the tank and fittings. <br />L. BURIAL DEPTH: The burial depth from the top of the tock to ground level shall be a mhimum of 3 <br />feet -and a maximum of 7 feet, the fittings, if a manway is used, will be approximately 5 to 6 inches <br />off the top of the took. This shall be considered for the slope of the piping and thus may affect the <br />Lank burial depth, <br />M. VENTING: Vent the annular space between the primary and secondary tank only if required by local <br />Jurisdictions- Venting of the annular space is not required by the tank manufacturer. If required, 2 <br />inch FRP pipe sholl be manifold between the tanks and connected to one vent riser. Do not use the <br />primary (product) tank vent to eal the annular space. <br />N. INTERSTITIAL MONITOR: A pull string may be in <br />the took. Install a new pull string it the string is <br />missing, lost or broken. The pull string is not a tank manufacturer worfanly item, Install the <br />interstitial monitor at the bottomcenterline of the FRP tank. Insert fish tape through the annular <br />space. Tag both the pull string to the probe signal cable at 12.5 ft. plus the burial depth. Attach the <br />pull string to the probe and to the fish, Tripe and pull probe into lank. When the tags on the signal <br />cable and the pull string match the probe is at the bottom centerline of the took. The pull string is <br />to remain in place for future accessibility. <br />0. INSTALLING THE CONTAINMENT SUMP: The containment sump must be watertight to prevent <br />liquid ingress or egress. Fiberglas inside and outside of tank collar <br />P. INSTALLING THE SPILL CONTAINMENT FILLBOX: The spill containment Albox must be liquid light. <br />Test all fillboxes by filling with tater for a minimum of one hour, There should be no drop in the <br />water level during this test. Do rot drain woter'into the tank. <br />1.8 APPROVED MATERIALS <br />A. APPROVED BACKFILL MATERIALS:. <br />L PEA GRAVEL: A dean, naturally rounded aggregate with a 1/8" minimum and a 3/4" maximum <br />diiorneter. Up to 57 of the particles may pass through a 48 sieve; <br />2, STONE OR GRAVEL CRUSHING$: Washed material with a particle size between 1/8" and 1/2". Up <br />to 5% of the particles may pass through a 48 sieve. <br />NOTE: Approved materials mustbe dry, free of Ice and snow, and meet ASTM C-33, Paragraph 7.1 <br />for quality and soundness. The dry gavel density must be a minimum of 95 pounds per cubic foot. <br />B. TANK HOLE LINER: Contractor is to provided a Filter Fabric Tank Hole Liner when: <br />1. Tank hole is unstable soil, or <br />2. Specified by Owner Rep. The entire lank hold (sides and bottom) shall be covered. Lay the <br />fabric with 2 foot minimum overlops. <br />NOTE: Bedding material, tie -dawn "logs" and sample wells are to be placed on the top of the filter fabric. <br />Excess fabric at top of the hole should be folded over the backfill material at subgrade level. <br />C, APPROVED FILTER FABRIC MATERIAL: <br />Reemay Inc - Typor 3401 or Typor 3341 <br />Phillips Fibers Corp. - 'Supac 4Np" fabric <br />Hoechst Coldness Corp. - Trsviro $1120 <br />or fabric approved by the tank manufacturer. <br />Ininit <br />r th <br />Z Z - <br />ii ui 6'Oil L d i4'rulgz0i.3- <br />In <br />® ® 'rl lu 111i uI W u N <br />_ _ ,Vu.3u <br />L iYI' U <br />ll ry e <br />ll �,lr,y )L <br />�)(1111 O <br />H nl'�?F0111 <br />WZU4- <br />;� / t <br />cn a <br />u ", 2 <br />S i ill- h � <br />Y. 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