A means to locate buried non-metallic storm building sewers and private interceptor main sewers that discharge to municipal mains shall be provided in accordance with the options under s. SPS 382.30 (11) (h)
, except as provided in subd. 10. b.
SPS 382.36(8)(a)1.1. `General.'
All storm building subdrains shall discharge into a sump, the contents of which shall be automatically lifted and discharged, dispersed or used in accordance with sub. (4)
Except as provided in subd. 2. c.
, an interior sump shall have a rim extending at least one inch above the floor immediately adjacent to the sump.
A sump shall have a removable cover of sufficient strength for anticipated loads.
Where a sump is installed in an exterior meter pit or elevator pit, the rim may be level with the floor.
All sumps installed for the purpose of receiving clearwater, groundwater or stormwater shall be separated from water wells by the applicable separation distances contained in chs. NR 811
, or as otherwise permitted by the department of natural resources.
Except as permitted under subd. 4. b.
the size of each sump shall be no smaller than 16 inches in diameter at the top, 14 inches in diameter at the bottom, and 22 inches in depth.
The minimum sump diameter may be smaller than 16 inches when specified by the manufacturer for a combination sump and pump.
A sump located in an elevator pit may have a width or diameter of not less than 12 inches and a depth of not less than 12 inches.
SPS 382.36(8)(b)1.1. `Size.'
The pump shall be of a capacity appropriate for the anticipated use.
Where a pump discharges into a storm drain system, a check valve shall be installed.
The minimum diameter discharge piping shall be based on the design flow rate of the pump and a minimum velocity of one foot/second.
Interior clearwater drain inlets.
Interior clearwater drain inlets shall terminate at least one inch above the finished floor.
SPS 382.36 Note
For additional information on approved materials, refer to s. SPS 384.30 (3) (f)
All exterior stormwater inlets subject to vehicular traffic shall be set on a suitable base capable of sustaining the anticipated load.
All exterior stormwater inlets shall be designed for the anticipated flow.
SPS 382.36 Note
For manhole requirements, refer to s. SPS 382.35 (3)
General. All inlets shall be provided with a well-fitted, removable grate of a thickness and strength to sustain the anticipated loads.
SPS 382.36 Note
Sections SPS 362.1101
specify that for floor or ground surface inlets when placed within an identifiable accessible route, openings in the floor or ground surface shall be of a size that does not permit the passage of a ½
-inch sphere. Also, it states that grates having elongated openings be placed so that the longest dimension is perpendicular to the dominant direction of travel.
Floor or ground surface inlets. Openings in the floor or ground surface shall be of a size that prohibits the entrapment of wheeled vehicles, wheelchairs or pedestrians within the grate openings.
Grates on horizontal pipes. Grates shall be provided on horizontal inlets greater than 6 inches in diameter. The grates shall be placed so that the rods or bars are not more than 3 inches downstream of the inlet. Rods or bars shall be spaced so that the openings do not permit the passage of a 6-inch sphere.
SPS 382.36 Note
See ch. SPS 382 Appendix
for further explanatory material.
Subsurface areas of 50 square feet or less.
Other than stairwells, all subsurface areas not exceeding 50 square feet and exposed to the weather, shall comply with one of the following:
Drain to foundation drains through a minimum 2-inch diameter pipe or a through a continuous layer of washed stone aggregate.
Drain to the storm building drain, storm subdrain or storm sewer through a minimum 3-inch diameter pipe.
Subsurface areas of more than 50 square feet and stairwells.
An area drain shall be provided in subsurface areas greater than 50 square feet and in all stairwells exposed to the weather. The area drain shall comply with all of the following:
The fixture drain shall have a minimum 3-inch inside diameter and may not discharge into a subsoil or foundation drain.
Roof drains shall be equipped with strainers extending not less than 4 inches above the surface of the roof immediately adjacent to the roof drain. Strainers shall have an available inlet area above the roof of not less than 1.5 times the area of the conductor to which the drain connects.
Roof drain strainers used on sun decks, open parking decks and similar areas shall be of the flat surface type, shall be level with the deck and shall have an available inlet area of not less than 2 times the area of the conductor to which the drain connects.
When secondary roof drain systems are installed the secondary system shall be sized and installed in accordance with the requirements in this section.
(b) Prohibited connection.
Secondary roof drain systems may not be connected to primary roof drain systems.
All secondary roof drain systems shall discharge in accordance with Table 382.38–1.
Except for exterior loading dock drains, traps
are required for exterior drain inlets located within 10 feet of an air inlet, door or openable window.
A foundation drain that discharges by gravity to a storm sewer shall be trapped. The trap shall be provided with cleanouts.
A trap receiving clearwater shall be vented in accordance with s. SPS 382.31
. Vent piping for a clearwater drain system may not be connected to a vent system serving a sanitary drain system or chemical waste system.
Vents serving a solid covered sump shall terminate a minimum of one inch above finished floor.
An operation and maintenance plan shall be implemented for all stormwater plumbing systems for drainage areas of one or more acres that are installed on or after December 1, 2004.
An operation and maintenance plan as required in par. (a)
shall include at least all of the following information, applicable to the system:
Inspection and maintenance checklist, including at least the following items:
The operation and maintenance plan shall remain onsite and be available for inspection when requested by the department.
Record of maintenance.
When requested the owner shall make available for inspection all maintenance records to the department or agent for the life of the system.
SPS 382.36 History
Cr. Register, February, 1985, No. 350
, eff. 3-1-85; r. and recr. (3) (a) and (b) 1., (c) 1. and (11) (a) 4., cr. (3) (c) 3., Register, May, 1988, No. 389
, eff. 6-1-88; renum. (13) (a) and (b) to be (b) and (c) and am. (b) 1., cr. (3) (b) 3. and (13) (a), r. (3) (c) 3. and (13) (intro.), Register, August, 1991, No. 428
, eff. 9-1-91; reprinted to correct error in (5) (e) 2., Register, October, 1991, No. 430;
am. (3) (b) 1., (c) 1. a., (13) (b) 1. and (c), cr. (11) (a) 5., Register, February, 1994, No. 458
, eff. 3-1-94; r. and recr. (11) (a) 2. and 5., Register, April, 1998, No. 508
, eff. 5-1-98; renum. and am. (3) (b) 3. a. to be (3) (b) 3. and (3) (b) 3. b. to be (3) (b) 4., Register, April, 2000, No. 532
, eff. 7-1-00; am. (3) (b) 3., (4) (a), (5) (a) and (6) (a), cr. (3) (b) 5. and Table 82.36-4a, Register, December, 2000, No. 540
, eff. 1-1-01; CR 02-002
: r. and recr. (3), (11) (a) 3., (13) (a) 2., (15) (a) and (b), am. (5) (e) (intro.), (10), (12), (14) and Table 82.36-4 Register April 2003 No. 568
, eff. 5-1-03; CR 04-035
: r. and recr. Register November 2004 No. 587
, eff. 12-1-04; CR 07-069
: cr. (7) (d) 10. Register February 2008 No. 626
, eff. 3-1-08; CR 08-055
: am. (4) (b) 3. and (8) (a) 4., r. and recr. (11) Register February 2009 No. 638
, eff. 3-1-09; correction in (2), (3) (c), (4) (a), (6) (a) 1. b., 2. b., 3., (c) 1., 2., (d), (7) (c) 2., (d) 2., 4., 5., 6., 7., 10. a., (9) (b), (11), (c), (12) (b) 1., 2. b. made under s. 13.92 (4) (b) 7.
, Stats., Register December 2011 No. 672
SPS 382.365 Stormwater and clearwater subsurface infiltration plumbing systems. SPS 382.365(1)
The provisions of this section set forth the requirements for the design, installation and maintenance of stormwater and clearwater subsurface infiltration plumbing systems serving building sites.
SPS 382.365 Note
The department of natural resources has registration requirements for class V injection wells. See ch. SPS 382 Appendix
for further explanatory material.
Individuals qualified to conduct soil evaluation under this subsection shall be an individual that maintains either a registration as provided in s. SPS 305.33
or a license as provided in ch. GHSS 4
For stormwater and clearwater infiltration plumbing systems, the influent quality shall comply with the requirements in Table 382.70-1 for subsurface infiltration and irrigation.