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					 1                                        SECTION 33 56 13
 2                               ABOVE GROUND FUEL STORAGE TANKS
 3                             BASED ON DSF MASTER SPECIFICATION DATED 05/01/08
 4           (Note to the designer: This section has been written to cover most (but not all) situations that
 5           you will encounter. Depending on the requirements of your specific project, you may have to
 6           add material, delete items, or modify what is currently written. The Division of State Facilities
 7           expects changes and comments from you.
 8
 9                                          PART I-GENERAL
10
11   SCOPE
12   The work under this section shall consist of providing all materials, labor, equipment, and supervision
13   necessary to install (quantity, sizes) gallon double-walled aboveground petroleum storage tank(s) with
14   appropriate openings and appurtenances to meet the needs of the system required in these specifications and
15   on the drawings. The finished product of the work shall comply with all applicable administrative
16   regulatory codes. (Note to the designer: Include brief description of the work and locations, if
17   necessary). Included are the following topics:
18
19           PART 1 - GENERAL
20                  Scope
21                  Related Work
22                  Reference
23                  Reference Standards
24                  Quality Assurance
25                  Protection of Existing Work and Facilities
26                  Provisions for Future Work
27                  Construction Limits
28                  Notification/Permits
29                  Shop Drawings
30                  Operation and Maintenance Data
31                  Record Drawings
32
33           PART 2 - MATERIALS
34                  General
35                  State-Furnished Materials
36                  Aboveground Tanks
37                  Foundation Slab
38                  Dispensers and Pumps
39                  Piping and Fittings
40                  Leak Monitoring System
41                  Automatic Tank Gauging System
42                  Power Cutoff Switch
43                  Overfill Protection
44                  Emergency Equipment
45                  Collision Protection
46
47           PART 3 - EXECUTION
48                  General
49                  Barricades and Warning Devices
50                  Site Demolition
51                  Installation
52                  Testing and Guarantee
53                  Site Restoration
54                  Construction Verification Items

                                                  DSF Project No.
                                                   33 56 13 - 1
 1                     Functional Performance Testing
 2                     Agency Training
 3
 4
 5   RELATED WORK
 6   Section 01 91 01 or 01 91 02 – Commissioning Process
 7   Division 3 - Concrete
 8   Division 26 – Electrical
 9   Division 31 - Earthwork
10
11   REFERENCE
12   Applicable provisions of Division 1 shall govern work of this section.
13
14   REFERENCE STANDARDS
15   Work shall conform to procedures and practices in the following regulatory guidelines and industry
16   standards:
17            WI Admin. Code COM 10, “Flammable and Combustible Liquids”.
18
19            National Fire Protection Association, NFPA 30, “Flammable and Combustible Liquids Code”.
20
21            National Fire Protection Association, NFPA 30A, “Automotive and Marine Service Station Code”.
22
23            National Fire Protection Association, NFPA 31, “Standard for the Installation of Oil-Burning
24            Equipment”.
25
26            Underwriters Laboratories, Inc., UL Standard 142, “Standard for Steel Aboveground Tanks for
27            Flammable and Combustible Liquids”.
28
29            Underwriters Laboratories, Inc., UL Standard 2085, “Standard for Insulated Secondary
30            Containment Aboveground Tanks for Flammable and Combustible Liquids”.
31
32   QUALITY ASSURANCE
33   Comply with applicable rules, regulations, codes, and ordinances of local, State, and Federal authorities and
34   regulations of public utility companies having jurisdiction over the work.
35
36   Only qualified persons certified by the Department of Commerce shall perform tank testing and installation.
37   Obtain and pay for necessary permits, licenses and certificates required.
38
39   Obtain and pay for necessary permits and certificates required and give proper notices for and during
40   performance of site demolition and tank installation work.
41
42   Comply with local Fire Department requirements.
43
44   PROTECTION OF EXISTING WORK AND FACILITIES
45   Verify the locations of, and protect, any signs, paved surfaces, buildings, structures, sidewalks, landscaping,
46   streetlights, hydrants, data transmission, utilities, and all other such facilities and improvements that may be
47   encountered or interfered with during the progress of the work, both inside and outside the construction
48   limits .
49
50   Take all measures necessary to safeguard all existing work and facilities which are outside the limits of the
51   work or items which are within the construction limits but are intended to remain.
52




                                                    DSF Project No.
                                                     33 56 13 - 2
 1   Provide and maintain adequate catch platforms, warning lights, barricades, guards, weather protection, dust
 2   protection, fences, planking, bracing, shoring, piling, signs, and other items required for proper protection
 3   of work.
 4
 5   Provide protection for workmen, public, adjacent construction, and occupants of existing building(s).
 6
 7   Burning of debris on property not permitted.
 8
 9   Provide adequate fire protection.
10
11   Explosives shall not be used.
12
13   Provide protection for adjacent private property.
14
15   Proper erosion control practices shall be employed to minimize surface runoff to adjacent properties, nearby
16   streams, or other surface waters. Erosion control shall comply with the Wisconsin Construction Site
17   Management Practices Handbook (Also see Specifications Section 02270 - Erosion Control, that may be
18   used to reinforce this requirement if needed.)
19
20   Be responsible for any public sidewalk, curb, gutter or street paving damaged by any operation under this
21   contract, and be responsible for the repair of all damage in compliance with local municipality rules and
22   regulations at no additional expense to the State.
23
24   Make repairs or provide new replacement of all damage which is not part of the work on project site or to
25   adjacent property to Architect/Engineer or user agency's satisfaction.
26
27   PROVISIONS FOR FUTURE WORK
28           (Note to the designer: in this subsection explain what future extensions, options, or additions to
29           the currently proposed work that need to be observed by the Contractor in this work.)
30   The Contractor shall coordinate his work and site access requirements to the site with the DSF Project
31   Representative and user agency prior to start of work to avoid conflicts with other site activities or future
32   work.
33
34   Coordinate work and access to the site with the work and access requirements of all other Contractors prior
35   to the start of work -- especially when such work will connect to, or be connected to, other work.
36
37   CONSTRUCTION LIMITS
38   The work of this Section shall be confined to the Construction Limits as indicated on the drawings. In the
39   absence of such a designation on the drawings, the work shall be confined to the minimum area reasonably
40   necessary to undertake the work as determined by the Engineer. All areas disturbed by the site demolition,
41   excavation, and tank removal work, plus such additional areas as are disturbed by construction related
42   activities including construction access and storage shall be considered the "Construction Area."
43
44   NOTIFICATION/ PERMITS
45   Notify in writing the local fire department chief, the local WI Department of Commerce authorized agent,
46   and the Project Engineer of installation schedule at least 15 days prior to beginning tank installation work.
47   Obtain permits, coordinate with local fire officials, and comply with local ordinances governing
48   aboveground tank installations.
49
50   SHOP DRAWINGS
51   Submit manufacturer's pre-production (shop) drawings showing details of construction and materials for
52   aboveground tank systems to the Engineer for approval prior to the start of installation.
53


                                                    DSF Project No.
                                                     33 56 13 - 3
 1   OPERATION AND MAINTENANCE DATA
 2   All operations and maintenance data shall comply with the submission and content requirements specified
 3   under section GENERAL REQUIREMENTS.
 4
 5   Delete the following if there are no additional requirements.
 6   In addition to the general content specified under GENERAL REQUIREMENTS, supply the following
 7   additional documentation:
 8       1. [A/E and commissioning provider to define detailed operation and maintenance data
 9            requirements for equipment specifications added to this section.]
10
11   RECORD DRAWINGS
12   Refer to Section GR - General Requirements.
13
14   Maintain record drawings of all aboveground tank installations, piping and dispenser connections, electrical
15   power and instrumentation routing, and other points of connection made as part of this project and for
16   future connections on original drawings prepared by the installing Contractor/subcontractor. Include copies
17   of record drawings with the Operating and Maintenance instructions.
18
19
20
21                                        P A R T II - M A T E R I A L S
22
23            (Note to the designer: bold text usually indicates an opportunity for the designer to choose
24            between two or more specifications.)
25   GENERAL
26   Conform all materials to the size and type shown on the plans or as called for in the specifications and to
27   applicable Laws, Codes, and Ordinances.
28
29   All products and materials are to be new, undamaged, clean, and in good condition. Existing products and
30   materials are not to be reused unless specifically indicated.
31
32   Be responsible for the safe storage and handling of all materials utilized in the work -- including any
33   materials furnished by the owner. Store all materials in areas designated by the Construction Representative
34   in cooperation with the user agency. Store and/or handle materials so as to not adversely affect traffic,
35   drainage, fire protection, or public safety. Inconveniences to the general public from the storage and
36   handling of materials shall be kept to a minimum.
37
38   Perform all work in accordance with any applicable manufacturer's instructions.
39
40   STATE-FURNISHED MATERIALS
41         (This article is intended to alert the Contractor that the State will be furnishing some equipment
42         or materials that will have to be received, stored, installed and/or which will need final
43         connection for the completed project. In some cases, it may be appropriate to refer to other
44         sections for a more complete description of the equipment being furnished or the work involved
45         in installation.)
46
47   ABOVEGROUND TANKS
48        (Note to the designer: Due to the ever-increasing number of aboveground storage tank
49        products introduced to the market annually, the following listing of tank options is far from
50        exhaustive. The designer is encouraged to insert a suitable recommended alternate product, as
51        long as the needs of the user facility are met, all applicable product standards enumerated
52        below are satisfied, and the product meets all requirements of the regulatory codes in effect at
53        the time of construction.)
54
55   The aboveground tank system shall include:


                                                   DSF Project No.
                                                    33 56 13 - 4
 1
 2                -gallon spill containment basin
 3              2-inch standard vent with weatherproof vent cap
 4              6-inch emergency vent with weatherproof vent cover
 5              18-inch minimum top manway
 6              Interstitial leak monitoring system
 7              Top-entry float gauge in addition to any other appurtenances required for the system
 8              All appurtenances shall meet requirements set forth in COM 10.415.
 9              Connected ladder, stairway, or rungs to gain access to top of tank.
10
11   The dimensions of the tank shall not exceed (specify maximum) inches diameter or (specify maximum)
12   feet in length, without prior approval of the Engineer.
13
14           STEEL DOUBLE WALL TANKS:
15           The (type of fuel) tank shall be made of steel in accordance with NFPA 30 Chapter 2 and COM
16           10.415 for use with (type of fuel) product .
17
18           The tank(s) shall be built in accordance with recognized standards of design. The tank(s) shall be
19           built and installed within the scope of the Standards for Steel Aboveground Tanks for Flammable
20           and Combustible Liquids, and UL 142 or UL 2085. The tank(s) shall bear either the UL 142 label
21           or the UL 2085 label specifying aboveground flammable liquid use.
22
23           The UL listed steel storage tank(s) shall be no less than 1/4-inch thick, enclosed completely within
24           a secondary containment tank of steel no less than 3/16-inch thick on supporting steel saddles.
25
26           Spill/overfill containment: The tank system shall include a minimum 7-gallon spill/overfill
27           container surrounding the fill pipe. The fill pipe shall be recessed into the container so that it is the
28           lowest opening on the tank. The spill/overfill container shall include a normally closed valve to
29           release spilled product into the main tank. The fill pipe shall be equipped with a lockable cover.
30
31           The tank(s) shall be primed and painted white for outside use. The tank(s) shall be labeled in
32           accordance with COM 10.35.
33
34           CONCRETE VAULTED TANKS:
35           Primary tank shall be constructed of a minimum 10 gauge carbon steel approved per UL Standard
36           142 and shall meet NFPA 30 requirements. The size of the tank shall be (specify volumetric
37           containment) gallons. Tanks shall have a 30-year manufacturer’s warranty.
38
39           Concrete encasement shall be 6 inches thick with a minimum design strength of 3,000 pounds per
40           square inch (psi). The concrete design shall include the following for long-term durability: air
41           entrainment, water-reducing admixture, fibermesh reinforcement, and steel mesh reinforcement.
42           Concrete placement shall be monolithic, and placement methods shall ensure the absence of voids
43           beneath the steel tank. The steel tank shall be prestressed by air pressure at 5 psi during concrete
44           encasement to provide long-term crack resistance.
45
46           Fire resistance: The tank system shall be designed and tested to provide 2-hour fire protection for
47           the primary tank. No steel members shall penetrate the walls or floor of the concrete encasement
48           to assure isolation from pool fire heat. The fire resistance of the tank shall be tested in accordance
49           with the procedure established in U.L. 2085 at a certified fire testing facility.
50
51           Corrosion protection: The tank construction shall include insulation equivalent to 0.25        inches
52           of polystyrene to protect against corrosion by isolating the steel tank from the concrete.
53


                                                   DSF Project No.
                                                    33 56 13 - 5
 1            Secondary containment with leak monitoring: The tank system shall include an impervious barrier
 2            of polyethylene to contain leaks from the primary tank. A leak detection access tube shall be
 3            located between the inner tank and secondary barrier. In the event of leak, a positive space shall
 4            be available to permit leaked fluid to flow to the detection tube.
 5
 6            Spill/overfill containment: The tank system shall include a minimum 7-gallon spill/overfill
 7            container surrounding the fill pipe. The fill pipe shall be recessed into the container so that it is the
 8            lowest opening on the tank. The spill/overfill container shall include a normally closed valve to
 9            release spilled product into the main tank. The fill pipe shall be equipped with a lockable cover.
10
11            The exterior of the concrete tank vaults shall be coated with a white epoxy exterior coating on the
12            top and sides to resist weather and reflect sunlight. The tanks shall be labeled in accordance with
13            COM 10.35.
14
15   FOUNDATION SLAB
16   The tanks shall be installed on a concrete slab cast in place by the contractor, and appropriately sized for the
17   dimensions of the tank, as shown in the drawings. The foundation slab shall be cast on a prepared
18   subsurface in the location shown on the drawings. The slab shall be cast in a manner to ensure the tanks are
19   level when placed in their final position. The slab shall be ___ inches thick with #4 reinforcing bars spaced
20   12 inches each way. See also Section - Concrete.
21
22   DISPENSERS AND PUMPS
23   Each product dispenser unit shall include U.L.-listed 15 gpm minimum pump with flow meter, reset
24   register, totalizer, 12’ x 3/4” hose, and shear valve. Each pump shall be equipped with a filter, auto shut-off
25   nozzle, safety sever valve, and anti-siphon valve.
26
27   If dispenser pumps are not integrated to the aboveground tank unit, the Contractor shall provide a liquid
28   tight dispenser containment pan, to be installed under the product dispenser to prevent any leaks or spills
29   from escaping into the environment. Dispenser containment pans shall be installed in accordance with the
30   manufacturer’ current installation instructions.
31
32   Each product dispenser shall be equipped with a remotely located emergency power shutoff control switch
33   which conforms to the requirements for fuel dispensing systems as specified by NFPA 30A, Sections 4-1.2
34   and 8-5.3.
35
36   PIPING AND FITTINGS
37   Piping, valves, and fittings shall comply with Chapter 3 of NFPA 30.
38
39   All aboveground piping shall be of steel and coated to inhibit corrosion.
40
41   All underground piping shall be UL-rated fiberglass reinforced epoxy piping for petroleum products in sizes
42   as shown on the design drawings and manufactured by Ciba-Geigy or A.O. Smith-Inland, or equivalent as
43   approved by the Engineer. All underground iron or steel fittings shall be coated with Black Asphaltum
44   coating. All pipe shall be sloped toward the tank to prevent air pockets.
45
46   LEAK MONITORING SYSTEM
47   The supplied unit shall detect the presence of hydrocarbons in the interstitial space of the aboveground
48   storage tank and any appurtenant double wall piping.
49
50   A system monitoring unit shall be installed to provide a leak detection access tube located in the interstitial
51   space between the inner tank and the secondary barrier. In the event of a leak from the primary tank, the
52   leaked fuel will flow to the detection tube and be detected by an electronic liquid petro-sensor installed
53   within the tube. The petro-sensor probe shall be connected to the tank monitoring panel to provide a


                                                    DSF Project No.
                                                     33 56 13 - 6
 1   warning signal in the event the sensor probe detects leaked product within the secondary containment
 2   interstitial space. The unit shall be capable of performing a test of overall system operation and integrity.
 3
 4   AUTOMATIC TANK GAUGING SYSTEM
 5   The monitoring system shall include an automatic tank gauge for measuring and recording product
 6   inventory for each tank from the panel location in [specify location]. The monitoring panel shall have a
 7   printer, and be programmed to provide a daily inventory of tank product volume. The gauging system shall
 8   include liquid level sensing equipment that measures product level to a resolution of 0.001 inches. The
 9   monitoring panel shall also be configured to monitor the petro-sensor probe within the interstitial space of
10   the secondary containment for each tank. The system must also be capable of measuring water level on the
11   bottom of the tank to the nearest 1/8 inch. The monitoring system shall be as manufactured by Gilbarco,
12   EMCO Wheaton, or approved equal (as approved by the Engineer).
13
14   POWER CUTOFF SWITCH
15   A standard power on/off control switch for each dispenser pump shall be located in close proximity to the
16   monitoring panel , as indicated in the drawings. Switches shall supply or cut off power to each dispensing
17   pump to facilitate fueling activities. Power feeds between the dispensing pumps and the on/off control
18   switches shall be on dedicated lines and will be independent of the power feeds to the dispensing system
19   and monitoring panel for the purposes of leak detection and automatic tank gauging.
20
21   OVERFILL PROTECTION
22   Overfill protection shall be provided by the following methods:
23
24            (a.) A direct reading level gauge on the tank, visible from the fill pipe access; and
25            (b.) A 95% valve installed in the fill line which reacts to high levels of product in the tank by
26                 closing off the fill line to prevent further product introduction.
27
28   EMERGENCY EQUIPMENT
29   Provide a fire extinguisher with a 20BC rating for each tank. Extinguishers shall be installed in the
30   locations indicated on the drawings. Extinguishers shall be installed in a manner that will protect them from
31   adverse weather conditions and will maintain the extinguishers in good working condition.
32
33   COLLISION PROTECTION
34   The tanks shall be surrounded by collision protection devices on the sides which are exposed to vehicular
35   traffic. Collision protection shall be provided through the use of precast concrete barriers. Construction
36   and placement of the precast concrete barriers must meet all specifications as detailed herein and as shown
37   on the drawings. Final configuration of collision protection shall be subject to plan review by the local tank
38   inspector and or Wisconsin Department of Commerce.
39
40   Precast concrete barriers shall:
41            (a.) extend a minimum of 36 inches above finished grade;
42            (b.) be set into the concrete slab a minimum of 36 inches; and
43            (c.) shall be spaced at intervals as shown on the drawings.
44
45
46
47
48                                        P A R T III - E X E C U T I O N
49
50   GENERAL
51   The tank system including appurtenances shall be installed in strict accordance with the manufacturer’s
52   recommendations and applicable fire and environmental codes. State and local permits shall be obtained
53   prior to installation.
54

                                                    DSF Project No.
                                                     33 56 13 - 7
 1   Tanks and systems shall be installed by certified installers in accordance with COM 10.91.
 2
 3   BARRICADES AND WARNING DEVICES
 4   Refer to Section 02835 - Temporary Construction Site Barriers.
 5
 6   SITE DEMOLITION
 7   Refer to Section 02055 - Underground Storage Tank Removal
 8
 9   INSTALLATION
10   The tank system including appurtenances shall be installed in strict accordance with the manufacturer’s
11   recommendations and applicable fire and environmental codes. State and local permits shall be obtained
12   prior to installation.
13
14   Tanks and systems shall be installed by certified installers in accordance with COM 10.91.
15
16   TANKS:
17   Tanks shall be installed in accordance with the requirements for aggregate storage capacity at the site,
18   setbacks, vehicle collision protection, labeling, and all other installation requirements not indicated in the
19   contract documents but specified in COM 10.415.
20
21   Tanks shall be installed on a reinforced concrete base slab designed to support the fully loaded tank.
22   Protective concrete barriers shall be installed on sides exposed to vehicular traffic. Location of protective
23   concrete barriers shall be in accordance with State and local codes. Paint protective concrete barriers to
24   match tank color.
25
26   Tanks shall be marked on all sides with warning signs: (“FLAMMABLE” or “COMBUSTIBLE”, as
27   appropriate for the intended contents), product identification, and other signs as required by the applicable
28   codes.
29
30   FUEL DISPENSERS AND PUMPS:
31   If not integral to the aboveground storage tank units, the product dispensers shall be installed on the
32   concrete pad at the locations indicated on the drawings.
33
34   The dispensers shall be installed and wired, and attached to the piping by a qualified installer and in
35   accordance with Division 26 - Electrical.
36
37   PIPING AND FITTINGS:
38   All underground piping shall be buried a minimum of 30 inches beneath finished grade as shown on the
39   design drawings.
40
41   Underground piping shall be installed on a firm smooth bedding layer at the bottom of the trench, free from
42   sudden changes in elevation. Large stones and rocks shall be removed and shall not come in contact with
43   the pipe. Backfill shall be free of sharp stones and large chunks of materials which could stress the pipe
44   during backfill operations.
45
46   Upon completion of their installation, the pipelines shall be pressure tested to four times the anticipated
47   operating pressure and maintained within accepted limits for one hour.
48
49   ELECTRICAL:
50   Electrical work shall be in accordance with applicable codes and shall be rated for hazardous area as
51   required. Electrical system for dispenser pumps shall include an emergency shutoff switch located per code
52   requirements. Tanks shall be electrically grounded in accordance with NFPA 78 and as shown on the
53   drawings. Refer to Division 26. Electrical.
54

                                                   DSF Project No.
                                                    33 56 13 - 8
 1   The tank system installations shall be inspected and approved by the system supplier or its certified
 2   contractor. The system supplier shall submit a comprehensive checklist of quality and safety items critical
 3   to the system and verify that the installation has been performed in accordance with these standards
 4   applicable fire and environmental codes.
 5
 6   State and local permit applications shall be completed using the correct forms. System installation shall
 7   not start before obtaining the required State and local permits and approvals.
 8
 9   TESTING AND GUARANTEE
10   Test all newly installed equipment for compliance with requirements of local, state, and federal regulations
11   and to determine that the system is operating properly.
12
13   Upon completion of the installation work, submit to the Construction Representative a submittal packet
14   which includes an as-built drawing and copies of all state and local government required paperwork and
15   plan reviews, as well as manufacturers descriptions and specifications for all components of the system that
16   were installed as part of the contract. In addition, provide a copy of the start-up test for the automatic tank
17   gauge and monitoring panel.
18
19   Furnish copies of an updated Aboveground Petroleum Product Tank Registration Form (SBD-8731) and the
20   Checklist for Aboveground Tank Installation (SBD-9658) to the Wisconsin Department of Commerce -
21   Safety and Buildings Division, Bureau of Petroleum Inspection and Fire Protection, P.O. Box 7969,
22   Madison, Wisconsin 53707, and to the Construction Representative.
23
24   Furnish the local fire department with a copy of a location drawing which includes a description of the
25   updated aboveground storage tank and fuel dispensing system.
26
27   SITE RESTORATION
28   Unless otherwise specified or noted on the drawings, fully and completely restore the surface of all
29   disturbed areas to a like condition of the surface prior to the work. Sawcut all pavements to straight and
30   neat lines and repair with like materials to the full depth of the pavement as existed prior to the work.
31   Topsoil, fertilize, seed, and mulch (or sod) all disturbed landscaped areas with a minimum of four (4) inches
32   of topsoil, fertilizer, seed, and mulch (or sod), or provide for the restoration of other landscaping materials
33   as necessary.
34
35   Level off all waste disposal areas and clean up all areas used for the storage of materials or the temporary
36   deposit of excavated earth. Remove all surplus material, tools and equipment.
37
38   Burning is not permitted.
39
40   CONSTRUCTION VERIFICATION ITEMS
41   Contractor is responsible for utilizing the construction verification checklists supplied under specification
42   Section 01 91 01 or 01 91 02 in accordance with the procedures defined for construction verification
43   checklists.
44
45   AGENCY TRAINING
46   All training provided for agency shall comply with the format, general content requirements and submission
47   guidelines specified under Section 01 91 01 or 01 91 02.
48
49   Contractor to provide factory authorized representative and/or field personnel knowledgeable with the
50   operations, maintenance and troubleshooting of the system and/or components defined within this section
51   for a minimum period of one hour. Training session must also include instructions on leak detection and
52   record keeping as required by the Wisconsin Department of Commerce. Guidance must also be given as to
53   how to respond in the event the monitoring panel indicates a leak in the system.
54
55                                                END OF SECTION


                                                   DSF Project No.
                                                    33 56 13 - 9

				
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