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(a) A sump that is part of a mixing and loading pad, or part of a portland cement concrete secondary containment structure, shall be constructed of portland cement concrete and shall meet the standards specified in chapters 5 and 6 of the Wisconsin Minimum Design and Construction Standards for Concrete Mixing and Loading Pads and Secondary Containment Structures (February 2005).
Note: The Wisconsin Minimum Design and Construction Standards for Concrete Mixing and Loading Pads and Secondary Containment Structures (February 2005), written by Professor David W. Kammel, department of biological systems engineering, University of Wisconsin-Extension, is on file with the department and the legislative reference bureau. Copies are available from the department, free of charge, at the following address:
Department of Agriculture, Trade and Consumer Protection
Agricultural Resource Management Division
P.O. Box 8911
Madison, WI 53708-8911
Phone: (608) 224-4500
(b) A sump shall have a capacity of not more [than] 50 gallons.
Note: The word in brackets was omitted from CR 05-108.
(c) A sump may not be more than 2 feet deep, or have a depth that exceeds its shortest width.
(d) The walls and floors of a sump shall be at least as thick, at every point, as the mixing and loading pad or secondary containment structure floor that drains to the sump.
(e) A sump that is part of a mixing or loading pad shall form part of a continuous surface, having an area of at least 15 feet by 15 feet and a capacity of at least 250 gallons, which is free of construction and control joints.
(f) If a sump is constructed as part of a concrete mixing and loading pad or concrete secondary containment structure, it shall be constructed in a continuous concrete pour with that pad or structure.
(g) No pipes or openings may extend through a sump. This does not prohibit a surface trough or rim indentation needed to accommodate a pipe or hose connection required under s. ATCP 33.50.
(h) A sump shall be readily accessible for inspection. Pumps, collection basins or other equipment placed in the sump shall be readily removable, so that all surfaces of the sump can be easily inspected.
(2)Exemption. Subsection (1) does not apply to a sump that was in service prior to November 1, 2006 if all of the following apply:
(a) The sump is not substantially altered on or after November 1, 2006.
(b) The sump does not receive runoff from any mixing and loading pad or secondary containment structure that is constructed or substantially altered on or after November 1, 2006.
(c) The sump meets construction standards that applied at the time of its construction.
(d) The operator pressure tests any underground piping or conduit connected to the sump to ensure that the piping or conduit is liquid-tight. The operator shall perform a pressure test at least annually and shall keep a written record of the pressure test results.
History: CR 05-108: cr. Register October 2006 No. 610, eff. 11-1-06; CR 14-047: am. (1) (a) Register May 2015 No. 713, eff. 6-1-15.
Subchapter VI — Secondary Containment Structures
ATCP 33.40Secondary containment required.
(1)General. Except as provided in sub. (2), all of the following shall be located within a secondary containment structure that complies with s. ATCP 33.42:
(a) Storage containers.
(b) Storage container shut-off valves under s. ATCP 33.20 (2) (a).
(c) Liquid level gauging devices under s. ATCP 33.20 (3).
(2)Exempt storage containers. No secondary containment is required under sub. (1) for any of the following:
(a) An empty storage container that has been thoroughly cleaned and rinsed. A pesticide container is thoroughly cleaned and rinsed if all exterior surfaces of the container are free of pesticide residues and all inside surfaces are triple rinsed.
(b) A mobile container kept at a storage facility for fewer than 7 days if all of the following apply:
1. Loading and unloading of the mobile container complies with ss. ATCP 33.30 and 33.32.
2. The storage facility has at least one storage container that has unused capacity greater than the total capacity of the mobile container.
(c) A mini-bulk container if the exterior surfaces of the mini-bulk container are clean and one of the following applies:
1. The mini-bulk container is triple rinsed.
2. The mini-bulk container is equipped with a device to prevent the container from being triple rinsed.
(d) An abandoned storage container if the operator complies with s. ATCP 33.20 (14).
History: CR 05-108: cr. Register October 2006 No. 610, eff. 11-1-06.
ATCP 33.42Secondary containment structures; standards. A secondary containment structure required under s. ATCP 33.40 (1) shall comply with all of the following requirements:
(1)Construction standards; general.
(a) A secondary containment structure shall take one of the forms authorized in s. ATCP 33.44.
(b) A secondary containment structure shall be designed, constructed and maintained to contain potential discharges of liquid fertilizer or pesticide from storage containers and appurtenances located within the structure.
(c) A secondary containment structure shall have the capacity required in sub. (2). An operator shall notify the department at least 7 business days before installing an additional storage container in a secondary containment structure, or replacing an existing storage container in a secondary containment structure with a larger storage container.
(d) A secondary containment structure shall comply with applicable wall height requirements in sub. (3).
(e) A secondary containment structure shall be designed, constructed and maintained to do all of the following:
1. Withstand the full hydrostatic head of any liquid discharged within the structure.
2. Prevent liquid in the structure from moving to groundwater or other waters of the state.
(f) A secondary containment structure shall have a coefficient of permeability of not more than 1x10-6 cm/sec.
(g) A secondary containment structure shall be designed to withstand the filled weight of all storage containers, appurtenances, pumps and equipment that may be used or located within it.
(h) A secondary containment structure may not have any opening through which precipitation or other liquids may drain from the structure. This paragraph does not apply to any of the following:
1. A tank-in-tank that complies with s. ATCP 33.44 (9).
2. A bladder tank that complies with s. ATCP 33.44 (10).
3. An opening for a pipe that extends through the wall of a secondary containment structure constructed prior to November 1, 2006, provided that the operator complies with s. ATCP 33.20 (2) (d) 2. or the secondary containment structure has adequate containment capacity as required under sub. (2) below the level of the opening.
(2)Capacity.
(a) The capacity of a secondary containment structure, including all portions of the structure to which a liquid may freely flow, shall be at least equal to the sum of all the following:
1. One hundred and twenty five percent of the capacity of the largest storage container in the secondary containment structure if the secondary containment structure is not fully enclosed in a building, or 110% of the capacity of the largest storage container in the secondary containment structure if the secondary containment structure is enclosed in a building.
2. The total volume of discharged liquid that would be displaced by the submerged portions of all other storage containers, fixtures and materials located within the secondary containment structure, if the structure were filled to capacity with discharged liquid.
(b) Paragraph (a) does not apply to a bladder tank that complies with s. ATCP 33.44 (10).
(3)Wall height.
(a) Except as provided in pars. (b) to (d), a secondary containment structure shall have walls at least 4 inches high but not more than 4 feet high, measured from the interior floor of the secondary containment structure.
(b) Paragraph (a) does not apply to an earthen-lined structure that complies with s. ATCP 33.44 (6), a tank-in-tank that complies with s. ATCP 33.44 (9), or a bladder tank that complies with s. ATCP 33.44 (10).
(c) A secondary containment structure that was in use prior to November 1, 2006 may have walls more than 4 feet high if the structure provides safe access to storage containers and appurtenances, and a safe exit in the event of a discharge.
(d) A secondary containment structure that was in use prior to November 1, 2006 may have walls less than 4 inches high, provided that the structure meets the capacity requirements in sub. (2).
(4)Storage container location.
(a) Except as provided in par. (b), all storage containers in a secondary containment structure shall be located at least 24 inches from the walls of the structure and at least 24 inches from each other.
(b) Paragraph (a) does not apply to any of the following:
1. Storage containers installed in a secondary containment structure constructed prior to November 1, 2006.
2. Bladder tanks.
3. Mini-bulk containers.
(5)Inspection and maintenance. An operator shall do all of the following:
(a) Routinely inspect and maintain a secondary containment structure to ensure compliance with this subchapter.
(b) Repair a secondary containment structure, when necessary, according to good engineering practice and manufacturer specifications.
(c) Remove a secondary containment structure if the operator cannot maintain it in compliance with this subchapter, or if corrective action is needed to remove contamination from beneath the structure. An operator shall remove a leaking secondary containment structure unless the structure is repaired and remains liquid-tight for at least 2 years after the date of repair.
(6)Liquid pesticide stored with other materials.
(a) Except as provided in par. (b), only the following materials may be stored in the same secondary containment structure with liquid bulk pesticide:
1. Other liquid pesticides.
2. Pesticide diluting agents.
3. Pesticide rinsate.
4. Empty pesticide containers.
5. Recovered pesticide discharges.
(b) Liquid bulk pesticide may be stored in the same secondary containment structure with bulk fertilizer or dry bulk pesticide if either of the following applies:
1. The secondary containment structure contains only mini-bulk or mobile storage containers, or both.
2. The secondary containment structure is located within a fully enclosed building.
History: CR 05-108: cr. Register October 2006 No. 610, eff. 11-1-06.
ATCP 33.44Secondary containment structures; forms of construction. A secondary containment structure shall take one of the forms authorized in this section.
(1)Concrete structures.
(a) A secondary containment structure may be constructed of concrete.
(b) A concrete secondary containment structure constructed on or after November 1, 2006 shall be constructed of portland cement concrete and shall comply with standards specified in chapters 5 and 6 of the Wisconsin Minimum Design and Construction Standards for Concrete Mixing and Loading Pads and Secondary Containment Structures (February 2005).
Note: The Wisconsin Minimum Design and Construction Standards for Concrete Mixing and Loading Pads and Secondary Containment Structures (February 2005), written by professor David W. Kammel, department of biological systems engineering, University of Wisconsin-Extension, is on file with the department and the legislative reference bureau. Copies are available free of charge from the department at the following address:
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Published under s. 35.93, Stats. Updated on the first day of each month. Entire code is always current. The Register date on each page is the date the chapter was last published.