Wis. Admin. Code Department of Safety and Professional Services SPS 382 app Appendix

Current through April 29, 2024

Appendix - Appendix

The material contained in this appendix is for clarification purposes only. The notes, illustrations, etc., are numbered to correspond to the number of the rule as it appears in the text of the code.

A-382.20 (2) AGENT MUNICIPALITIES. The department has designated several municipalities the authority to review and approve plumbing plans and specifications for those plumbing installations located within the boundary limits of the municipality and that require approval under s. SPS 382.20. There are also municipalities designated for stormwater infiltration review when required as per s. SPS 382.20.

Note: These listings are maintained on the department's web site under the Division of Industry Services at https://dsps.wi.gov/Pages/Programs/DelegatedAgents.aspx. Also see the Plumbing Program page on the Division of Industry Services web site at: https://dsps.wi.gov/Pages/Programs/Plumbing/Default.aspx. Both web pages are subject to change.

A-382.20 (4) WATER QUALITY MANAGEMENT AGENCIES (WQM.) There are 23 water quality management agencies serving the state. These agencies review proposed sewer extensions and provide Sewer Service Area Conformance letters (also known as WQM letters).

Note: Sewer service area planning is regulated by the department of natural resources. More information may be available at http://dnr.wi.gov/topic/Wastewater/SewerServiceArea.html.

A-382.30 (4)-1. BRANCH INTERVALS.

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A-382.30 (4)-2. RECEPTOR DESIGN. The following table lists the gallons per minute (GPM) that can be expected to readily flow through a given size trap where the receptor has a height (H) as indicated.

Also listed is a drainage fixture unit (dfu) load that a given size receptor trap may be expected to adequately receive.

Note: A minimum individual 4 inch diameter trap and drain for a commercial type dishwasher is recommended.

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Receptor Trap Size (in inches)	H (in inches)	GPM	Drainage Fixture Units (dfu)
1½	12	4	2
2	14	8	4
3	15	12	6
4	17	40	20
5	20	70	35
6	22	120	60
8	25	250	125

A-382.30 (4)-3. SLOPE BETWEEN MANHOLES IN CONVENTIONAL GRAVITY SEWERS. Section NR 110.13(2) (c) reads:

"Slope.

1. Conventional gravity sewers shall be laid with uniform slope between manholes. All sewers shall be designed and constructed to give average velocities of not less than 60 centimeters per second (2.0 feet per second) when flowing full. The minimum slopes in Table 1 shall be provided. Slopes less than 0.4 % may be permitted for 20 centimeter (8 inch) sewers. In such cases, however, the slope may not be less than 0.3 %. The department [DNR] will approve these sewers only when the owner demonstrates that physical circumstances warrant the lesser slope. Furthermore, approval will not be granted until the department [DNR] has received written assurance from the operating authority that the authority will provide the additional maintenance which may result from the sedimentation due to decreased velocities."

NR 110 Table 1

Sewer Size (in inches)	Minimum Slope (ft./100 ft.)
8 (20 cm)	0.40
10 (25 cm)	0.28
12 (30 cm)	0.22
15 (38 cm)	0.15
18 (46 cm)	0.12
21 (53 cm)	0.10
24 (61 cm)	0.08

A-382.30 (6) (b) OFFSETS IN VERTICAL DRAINS.

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A-382.30 (7) HORIZONTAL BRANCH DRAIN CONNECTION AT BASE OF A STACK.

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A-382.30 (8) MEASURING RADIUS OF A FITTING.

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A-382.30 (10) (a) DETERMINING REQUIRED CAPACITY OF SANITARY SUMP.

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A-382.30 (10) (a) SUMPS.

Capacity of Sumps (in gallons)

Diameter of sump in inches	Volume in gal/ft	Diameter of sump in inches	Volume in gal/ft
24	23.5	41	68.6
25	25.5	42	72.1
26	27.6	43	75.5
27	29.7	44	79.1
28	32.0	45	82.7
29	34.3	46	86.5
30	36.8	47	90.2
31	39.2	48	94.0
32	41.8	54	119.0
33	44.5	60	147.0
34	47.2	66	178.0
35	50.0	72	211.5
36	52.8	78	248.4
37	55.9	84	288.1
38	59.0	90	330.8
39	62.1	96	376.3
40	65.3	108	477.3

A-382.30 (10) (b) 3. VELOCITY AND FLOW RELATIONSHIP MAINTAINING 2 FEET PER SECOND.

Schedule 40 PVC

Velocity And Flow Relationship Maintaining 2 Feet Per Second

Nominal Inside Diameter (in inches)	Actual Inside Diameter (in inches)	GPM creating 2 ft. per second
1¼	1.38	9
1½	1.61	13
2	2.067	21
3	3.068	46
4	4.026	79

A-382.30 (11) (b) BUILDING DRAINS SERVING ANY BUILDING.

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A-382.30 (11) (c) BUILDING SEWER INSULATION.

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A-382.30 (11) (d) SETBACKS FOR VARIOUS CONTAMINANT SOURCES. Setbacks for various contaminant sources as specified in chs. NR 811 and NR 812 read:

NR 811.12(5) (d)

(d) Minimum separation from contamination sources. The well shall be adequately separated from potential sources of contamination. Unless a hydrogeologic investigation indicates lesser separation distances would provide adequate protection of a well from contamination or department approved treatment is installed to address the potential contamination concerns, the minimum separation distances shall be:

1. Ten feet between a well and an emergency or standby power system that is operated by the same facility which operates the well and that has a double wall above ground storage tank with continuous electronic interstitial leakage monitoring. These facilities shall meet the installation requirements of s. ATCP 93.260 and receive written approval from the department of safety and professional services or its designated Local Program Operator under s. ATCP 93.110.

2. Fifty feet between a well and a storm sewer main or a sanitary sewer main where the sanitary sewer main is constructed of water main class materials and joints. Gravity sanitary sewers shall be successfully air pressure tested in place. The air pressure test shall meet or exceed the requirements of the 4 psi low pressure air test for plastic gravity sewer lines found in the latest edition of Standard Specifications for Sewer & Water Construction in Wisconsin. Force mains shall be successfully pressure tested with water to meet the AWWA C600 pressure and leakage testing requirements for one hour at 125% of the pump shut-off head.

3. Two hundred feet between a well and any sanitary sewer main not constructed of water main class materials, sanitary sewer manhole, lift station, one or 2 family residential heating fuel oil underground storage tank or above ground storage tank or POWTS treatment tank or holding tank component and associated piping.

4. Three hundred feet between a well and any farm underground storage tank system or other underground storage tank system with double wall and with electronic interstitial monitoring for the system, which means the tank and any piping connected to it. These installations shall meet the most restrictive installation requirements of s. ATCP 93.260 and receive written approval from the department of safety and professional services or its designated Local Program Operator under s. ATCP 93.110. These requirements apply to tanks containing gasoline, diesel, bio-diesel, ethanol, other alternative fuel, fuel oil, petroleum product, motor fuel, burner fuel, lubricant, waste oil, or hazardous substances.

5. Three hundred feet between a well and any farm above ground storage tank with double wall, or single wall tank with other secondary containment and under a canopy; other above ground storage tank system with double wall, or single wall tank with secondary containment and under a canopy and with electronic interstitial monitoring for a double wall tank or electronic leakage monitoring for a single wall tank secondary containment structure. These installations shall meet the most restrictive installation requirements of s. ATCP 93.260 and receive written approval from the department of safety and professional services or its designated Local Program Operator under s. ATCP 93.110. These requirements apply to tanks containing gasoline, diesel, bio-diesel, ethanol, other alternative fuel, fuel oil, petroleum product, motor fuel, burner fuel, lubricant, waste oil, or hazardous substances.

6. Four hundred feet between a well and a POWTS dispersal component with a design capacity of less than 12,000 gallons per day, a cemetery or a storm water retention or detention pond.

7. Six hundred feet between a well and any farm underground storage tank system or other underground storage tank system with double wall and with electronic interstitial monitoring for the system, which means the tank and any piping connected to it; any farm above ground storage tank with double wall, or single wall tank with other secondary containment and under a canopy or other above ground storage tank system with double wall, or single wall tank with secondary containment and under a canopy; and with electronic interstitial monitoring for a double wall tank or electronic leakage monitoring for a single wall tank secondary containment structure. These installations shall meet the standard double wall tank or single wall tank secondary containment installation requirements of s. ATCP 93.260 and receive written approval from the department of safety and professional services or its designated Local Program Operator under s. ATCP 93.110. These requirements apply to tanks containing gasoline, diesel, bio-diesel, ethanol, other alternative fuel, fuel oil, petroleum product, motor fuel, burner fuel, lubricant, waste oil, or hazardous substances.

8. One thousand feet between a well and land application of municipal, commercial, or industrial waste; the boundaries of a landspreading facility for spreading of petroleum-contaminated soil regulated under ch. NR 718 while that facility is in operation; agricultural, industrial, commercial or municipal waste water treatment plant treatment units, lagoons, or storage structures; manure stacks or storage structures; or POWTS dispersal component with a design capacity of 12,000 gallons per day or more.

9. Twelve hundred feet between a well and any solid waste storage, transportation, transfer, incineration, air curtain destructor, processing, wood burning, one time disposal or small demolition facility; sanitary landfill; any property with residual groundwater contamination that exceeds ch. NR 140 enforcement standards; coal storage area; salt or deicing material storage area; any single wall farm underground storage tank or single wall farm above ground storage tank or other single wall underground storage tank or above ground storage tank that has or has not received written approval from the department of safety and professional services or its designated Local Program Operator under s. ATCP 93.110 for a single wall tank installation. These requirements apply to tanks containing gasoline, diesel, bio-diesel, ethanol, other alternative fuel, fuel oil, petroleum product, motor fuel, burner fuel, lubricant, waste oil, or hazardous substances; and bulk pesticide or fertilizer handling or storage facilities.

Note: The department's database of contaminated properties, established in accordance with ss. 292.12(3), 292.31(1), and 292.57, Stats., can be found on the department's Bureau for Remediation and Redevelopment internet web site. The Bureau for Remediation and Redevelopment Tracking System (BRRTS) is an on-line database that provides information on known contaminated soil or groundwater and tracks the status of the cleanup actions. RR Sites Map is the program's geographic information system that provides a map-based system of contaminated properties in Wisconsin. The department of safety and professional services Storage Tank Database Information can be found at the department of safety and professional services web site.

NR 812.08 Well, reservoir and spring location.

(1) GENERAL. Any potable or nonpotable well or reservoir shall be located:

(a) So the well and its surroundings can be kept in a sanitary condition.

(b) At the highest point on the property consistent with the general layout and surroundings if reasonably possible, but in any case protected against surface water flow and flooding and not downslope from a contamination source on the property or on an adjacent property regardless of what was installed first, the well or the contamination source. When a contamination source is installed upslope from a well in violation of this section after the well construction has been completed, the violation is not the responsibility of the well driller, except if the well driller knew or should have known of the proposed upslope installation of the contamination source. When there is no location on the property where this requirement can be met, a well may be constructed without a variance if it is constructed with a minimum of 20 or more feet of well casing pipe than is required by ss. NR 812.12 and 812.13 and Tables I and II or with a minimum of 60 feet of well casing pipe provided that the minimum well casing pipe depth requirements of s. NR 812.12 or 812.13 and Table I or II are met. This exception does not apply to high capacity, school or wastewater treatment plant wells. A well or reservoir is located downslope from a contamination source, regardless of the presence or absence of a structure between the well and the contamination source, if:

1. The ground surface elevation at the well or reservoir is lower than the elevation at the contamination source, and

2. Surface water that washes over the contamination source would travel within eight feet of the well or reservoir, or over the well or reservoir.

(c) As far away from any known or possible source of contamination as the general layout of the premises and the surroundings allow.

Note: Section PSC 114.234 requires that a horizontal clearance of at least ¾ of the vertical clearance of the conductors, including overhead power lines to the ground required by Rule 232 shall be maintained between open conductors and wells. Persons installing wells must comply with this requirement.

(d) Such that any potential contaminant source, not identified in this section or in Table A, is a minimum of 8 feet from the well or reservoir.

(e) Every well shall be located so that it is reasonably accessible with proper equipment for cleaning, treatment, repair, testing, inspection and any other maintenance that may be necessary.

(2) RELATION TO BUILDINGS. In relation to buildings, the location of any potable or nonpotable well shall be as follows:

(a) When a well is located outside and adjacent to a building, it shall be located so that the center line of the well extended vertically will clear any projection from the building by not less than 2 feet and so that the top of the well casing pipe extends at least 12 inches above the final established ground grade.

(b) When a structure is built over a drilled well, it shall have an access hatch or removable hatch, or provide other access to allow for pulling of the pump. The well casing pipe shall extend at least 12 inches above the floor and be sealed watertight at the point where it extends through the floor.

(c) No well may be located, nor a building constructed, such that the well casing pipe will terminate in or extend through the basement of any building or terminate under the floor of a building having no basement. The top of a well casing pipe may terminate in a walkout basement meeting the criteria of s. NR 812.42(9) (b) 1. to 4. A well may not terminate in or extend through a crawl space having a below ground grade depression or excavation.

(3) RELATION TO FLOODPLAINS.

(a) A potable or nonpotable well may be constructed, reconstructed or replaced in a floodfringe provided that the top of the well is terminated at least 2 feet above the regional flood elevation for the well site.

(b) A well may be reconstructed or replaced in a floodway provided that the top of the well is terminated at least 2 feet above the regional flood elevation for the well site.

(c) A well may not be constructed on a floodway property that is either undeveloped or has building structures but no existing well.

(d) The regional flood elevation may be obtained from the department.

(4) RELATION TO CONTAMINATION SOURCES. Minimum separating distances between any new potable or nonpotable well, reservoir or spring and existing sources of contamination; or between new sources of contamination and existing potable or nonpotable wells, reservoirs or springs shall be maintained as described in this subsection. The minimum separating distances of this subsection do not apply to dewatering wells approved under s. NR 812.09(4) (a). Greater separation distances may be required for wells requiring plan approval under s. NR 812.09. Separation distance requirements to possible sources of contamination will not be waived because of property lines. Minimum separating distances are listed in Table A and are as follows:

(a) Eight feet between a well or reservoir and a:

1. Buried gravity flow sanitary or storm building drain having pipe conforming to ch. SPS 384;

2. Buried gravity flow sanitary or storm building sewer having pipe conforming to ch. SPS 384;

3. Watertight clear water waste sump;

4. Buried clear water waste drain having pipe conforming to ch. SPS 384;

5. Buried gravity flow foundation drain;

6. Rainwater downspout outlet;

7. Cistern;

8. Buried building foundation drain connected to a clear water waste drain or other subsoil drain;

9. Noncomplying pit, subsurface pumproom, alcove, or reservoir;

10. Nonpotable well;

11. Fertilizer or pesticide storage tank with a capacity of less than 1,500 gallons, but only when the well is nonpotable;

Note: For potable wells see par. (d) 1.

12. Plastic silage storage and transfer tube;

13. Yard hydrant;

14. Swimming pool, measured to the nearest edge of the water; or

15. Dog or other small pet house, animal shelter or kennel housing not more than 3 adult pets on a residential lot.

(b) Twenty-five feet between a well or reservoir and a:

1. Buried grease interceptor or trap;

2. Septic tank;

3. Holding tank;

4. Buried building drain or building sewer having pipe not conforming to ch. SPS 384, wastewater sump, or non-watertight clear water waste sumps,

5. Buried pressurized sanitary building sewer having pipe conforming to ch. SPS 384;

6. Buried gravity manure sewer;

7. Lake, river, stream, ditch or stormwater detention pond or basin measured to the regional high water elevation in the case of a lake or stormwater detention pond, to the edge of the floodway in the case of a river or stream or to the edge in the case of a ditch or stormwater detention basin;

8. Liquid-tight barn gutter;

9. Animal barn pen with concrete floor;

10. Buried pressurized sewer pipe conveying manure provided that the pipe meets ASTM specification D-2241, with standard dimension ratio of 21 or less or pressure pipe meeting the requirements of s. NR 110.13 or 811.62.

11. Buried fuel oil tanks serving single family residences, including any associated buried piping;

12. Discharge to ground from a water treatment device;

13. Vertical shaft installed below grade used for intake of air for a heating or air conditioning system; or

14. Buried sanitary or storm collector sewer serving 4 or fewer living units or having a diameter of 6 inches or less.

(c) Fifty feet between a well or reservoir and a:

1. Soil absorption unit receiving less than 8,000 gallons/day, existing, abandoned or alternate, but not including a school soil absorption unit;

Note: For school soil absorption units see par. (e); for soil absorption units receiving more than 8,000 gallons/day see par. (f) 3.

2. Privy;

3. Pet waste pit disposal unit;

4. Animal shelter;

5. Animal yard;

6. Silo;

7. Buried sewer used to convey manure having pipe conforming to ch. SPS 384 that does not meet the specifications in par. (b);

8. Liquid tight manure hopper or reception tank;

9. Filter strip;

10. Buried sanitary or storm collector sewer serving more than 4 living units or larger than 6 inches in diameter except that wells may be located or sewers installed such that a well is less than 50 feet, but at least 25 feet, from gravity collector sewers smaller than 16 inches in diameter or from force main collector sewers 4 inches or smaller in diameter provided that within a 50-foot radius of the well the installed sewer pipe meets the allowable leakage requirements of AWWA C600 and the requirements for water main equivalent type pipe as follows:

a. For sewers > 4", diameter, but < 16", diameter: PVC pipe > 4", diameter, but < 12", diameter shall meet AWWA C900 with elastomeric joints having a standard dimension ratio of 18 or less; PVC pipe > 12", diame- ter, but < 16", diameter shall meet AWWA C905 with elastomeric joints having a standard dimension ratio of 18 or less; Ductile iron pipe shall meet AWWA C115 or AWWA C151 having a thickness class 50 or more.

b. For sewers < 3", diameter, the pipe shall be any rigid pipe in the ch. SPS 384 "Table for Pipe and Tubing for Water Services and Private Water Mains," including approved ABS, brass, cast iron, CPVC, copper (not including type M copper) ductile iron, galvanized steel, polybutylene (PB), polyethylene (PE), PVC, or stain- less steel pipe.

11. An influent sewer to a wastewater treatment plant;

12. The nearest existing or future grave site in cemeteries;

13. Wastewater treatment plant effluent pipe;

14. Buried pressurized sewer having pipe not conforming to ch. SPS 384; or

15. Manure loading area.

Note: The minimum separating distance between a well or reservoir and a lift station is based on the presence of a sewer force main at the lift station.

(d) One hundred feet between a well or reservoir and a:

1. Bulk surface storage tank with a capacity greater than 1,500 gallons or any bulk buried storage tank regardless of capacity, including, for both surface or buried tanks, associated buried piping for any solid, semi-solid or liquid product but not including those regulated under par. (b) 12. This subdivision includes, but is not limited to petroleum product tanks, waste oil tanks and pesticide or fertilizer storage tanks not regulated under par. (a) 11. This subdivision does not include septic, holding and manure reception tanks, or liquefied petroleum gas tanks as specified in ch. SPS 311.

Note: Chapters SPS 311, 312 and as they existed on October 31, 1999 were repealed and a new chapter SPS 340 was created effective November 1, 1999.

2. Liquid-tight, fabricated manure or silage storage structure, in ground or at ground surface;

3. Wastewater treatment plant structure, conveyance or treatment unit; or

4. Dry fertilizer or pesticide storage building or area when more than 100 pounds of either or both materials are stored;

5. Well, drillhole or water system used for the underground placement of any waste, surface or subsurface water or any substance as defined in s. 160.01(8), Stats.;

6. Stormwater infiltration basin;

7. Uncovered storage of silage on the ground surface;

8. Water-tight silage storage trench or pit; or

9. Lift station.

(e) Two hundred feet between a school well and a soil absorption unit receiving less than 8,000 gallons per day, existing or abandoned.

(ee) One hundred fifty feet between a well or reservoir and a temporary manure stack.

(f) Two hundred fifty feet between a well or reservoir and a:

1. Manure stack.

2. Earthen or excavated manure storage structure.

Note: Variances from the separating distances may be granted as specified in s. NR 812.43 for earthen storage and manure stacks constructed and maintained to the specifications of Soil Conservation Standards No. 425 or 312, respectively.

3. Soil absorption unit receiving 8,000 or more gallons per day, existing, abandoned, or alternate.

4. Sludge landspreading or drying area.

5. An earthen silage storage trench or pit.

6. Liquid waste disposal system including, but not limited to a treatment pond or lagoon, ridge and furrow system and spray irrigation system.

Note: Variance from this separating distance may be granted for treatment ponds or lagoons constructed and maintained to an approval granted under ch. NR 213.

7. Salvage yard.

8. A salt or deicing material storage area including the building structure and the surrounding area where the material is transferred to vehicles. This subdivision does not include bagged deicing material.

9. Solid waste processing facility.

10. Solid waste transfer facility.

11. The boundaries of a landspreading facility for spreading of petroleum-contaminated soil regulated under ch. NR 718 while that facility is in operation.

(g) Twelve hundred feet between a well or reservoir and:

1. The nearest edge of the limits of filling of an existing, proposed or abandoned landfill, measured to the nearest fill area of abandoned landfills, if known. Otherwise measured to the nearest property line where the landfill is located. The department may require, as part of a variance request, a land survey map, a scaled diagram of the landfill and the well location, or another accurate measurement method to determine and demonstrate the distance between the landfill and the well;

2. The nearest edge of a coal storage area in excess of 500 tons; or

3. A hazardous waste treatment facility regulated by the department.

TABLE A

MINIMUM SEPARATION DISTANCE REQUIREMENTS BETWEEN POTABLE OR NONPOTABLE WELLS, RESERVOIRS, SPRINGS AND POSSIBLE SOURCES OF CONTAMINATION

New installations shall meet the separation requirements in the far-right column. Existing installations shall meet the separation requirements in effect at the time of construction, those in effect at the time of installation of the possible source of contamination, if later, or to the requirements adopted on October 1, 1994.

Source	Prior to@ Oct. 1975	Oct. 1975 to Oct. 1981	Oct. 1981 to Jan. 1991	Feb. 1991 to Oct. 1994	After Oct. 1994
Absorption Unit (field), soil	50'	50'	50'	50'	50'
Air shaft-heating/air conditioning (Vertical, Below grade)	None	None	None	None	25'
Animal Barn Pen with Concrete	None**	25'	25'	25'	25'
Floor	(25/20)**
Animal Shelter (not including small pet shelter housing 3 or fewer adult pets)	None** (50/25)**	50'	50'	50'	50'
Animal Yard-Includes Calf Hutch (but not residential lot dog kennel enclosing 3 or fewer adult pets)	None**	50'	50'	50'	50'
Barn Gutter-Liquid-Tight	None** (25/18)**	25'	25'	25'	25'
Building Overhang (from centerline of well)	2'	2'	2'	2'	2'
Cemetery Grave Sites	None*	100'	100'	50'	50'
Cistern	10'	10'	10'	8'	8'
Coal Storage (greater than 500 tons)	None*	None*	None*	1,200'	1,200'
Composting Site (See Solid Waste Processing Facility)	None	None	None	None	250'
Discharge to ground from a Water Treatment Device	None	None	None	25'	25'
Ditch-Edge of	None	None	None	None	25'
Doghouse or kennel housing 3 or fewer adult pets on residential lot	None	None	None	50'	8'
Downspout Outlet	10'	10'	10'	8'	8'
Drain-Sewerage (having pipe conforming to ch. SPS 384) (Buried)	10'	8'	8'	8'	8'
Drain-Sewerage (not having pipe conforming to ch. SPS 384) (Buried)	10'	25'	25'	25'	25'
Drain (any material) (Buried)
Clear Water Waste	10'	10'	10'	8'	8'
Building-Foundation	10'	10'	10'	8'	8'
Building-Foundation-Sewer Connected	15'	15'	15'	8'	8'
Drillhole used for the underground placement of any waste, surface water or any substance as defined in s. 160.01(8), Stats.	None	None	None	None	100'
Fertilizer or Pesticide, any size Storage Tank (Buried tank or surface tank > 1,500 gal.)	None	None	None	100'	100'
Filter Strip	None	None	None	50'	50'
Fuel Oil Tank-Buried	None*	100' (25' Allowed for Private Res. Lots Only)	100' (25' Allowed for Private Res. Lots Only)	100' (Including any associated buried piping) (25' allowed for those serving single family residences)	100' (Including any associated buried piping) (25' allowed for those serving single family residences)
Fuel Oil Tank-Surface (>1,500 gallons) (including any associated buried piping)	None*	None*	None*	100'	100'
Fertilizer or Pesticide (Dry) Storage Area or Building (more than100 pounds)	None	None	None	None	100'
Gasoline or Other Petroleum or Liquid Product Tank - Buried (not including L.P. tanks)	None*	100'	100'	100' (Including any associated buried piping)	100' (Including any associated buried piping)
Gasoline or Other Petroleum or Liquid Product Tank-Surface (>1,500 gallons including any associated buried piping)	None*	None*	None*	100'	100'
Glass Lined Feed Storage Facility (Harvestor-Type Silos)	None**	25'	25'	50'	50'
Grease Interceptor (Trap) (Buried)	25'	25'	25'	25'	25'
Hazardous Waste Treatment Facility Regulated by DNR	None*	None*	None*	1,200'	1,200'
Holding Tank (Sewage)	None	25'	25'	25'	25'
Infiltration basin, Stormwater	None	None	None	None	100'
Kennel on residential lot enclosing 3 or fewer adult pets	None	None	None	50'	8'
Kennel, other than above	None	None	None	50'	50'
Lagoon, Treatment (See liquid waste disposal system)	-	-	-	-	-
Lake Shoreline (Measured to the edge of the floodway	None*	25'	25' (60' For Schools and High Cap. Wells)	25'	25'
Landfills (existing, proposed or abandoned) (Distance to Nearest Fill Area of abandoned landfills if Known; Otherwise to the Property Line)	None*	400 yards	400 yards	1,200'	1,200'
Lift Station##				##	100'
Liquid Waste Disposal System	None	250'	250'-300'	250'#	250'#
Manure Hopper or Reception Tank-Liquid-Tight	None*	75'	75'-150'	50'	50'
Manure Loading Area	None	None	None	None	50'
Manure Stack	None*	100'	100'-175'	250'***	250'***
Manure Stack,-Temporary	None	100'	100'	250'	150'
Manure-Storage Structure (Earthen, Excavated or Non-liquid tight)	None*	250'	250'-300'	250'***	250'***
Manure Storage Structure (Fabricated, Liquid-Tight)	None*	100'	100'-175'	100'	100'
Manure-Storage Basin-Liquid-Tight Concrete Floor with an Acceptable Drainage Facility	None*	100'	150'-300'	Now in category of Manure Storage Structure	Now in category of Manure Storage Structure
Mound System (Measured to the toe of the mound)	50'	50'	50'	50'	50'
Nonpotable Well	None*	None*	None*	8'	8'
Pesticide or Fertilizer (Dry) Storage Area or Building (More than 100 Pounds)	None	None	None	None	100'
Pesticide or Fertilizer Storage Tank (not buried)-less than 1,500 gallons (distance only for nonpotable wells)	None	None	None	8'	8'
Pesticide or Fertilizer Storage Tank-Buried tank, any size, or surface tank >1,500 gal.)	None	None	None	100'	100'
Pet Waste Pit Disposal Unit	None*	50'	50'	50'	50'
Pits-Noncomplying	None	10'	10' (20' For Schools, WWTP's, and High Capacity-Including Approved Pits)	8'	8'
Plastic Silage Storage and Transfer Tube	None	None	None	8'	8'
Pond, Stormwater detention (Edge of)	None	None	None	None	25'
Pond, treatment (See liquid waste, disposal system)
Privy	50' (Sewage Disposal Units)	50'	50'	50'	50'
Quarry (See s. NR 812.12(16) for well casing depth requirements for wells within 1,200 feet of a quarry.)
Reservoir-Noncomplying	10' (Cistern)	10'	10'	8'	8'
Ridge and Furrow System (See liquid waste disposal system)
River or Stream Edge (Measured to the edge of the floodway)	None*	25'	25' (60' For Schools and High Cap. Wells)	25'	25'
Salt or Deicing Material Storage Area (Including structure and area surrounding where material is transferred to vehicles)	None*	None*	None*	250'	250'
Salvage Yard	None*	None*	None*	250'	250'
Septic Tank	25'	25'	25'	25'	25'
Sewer (ch. SPS 384 Materials) (Buried)
-Manure/Gravity	8'	8'	8'	25'	25'
-Manure/Pressurized	8'	8'	25'	25'	25'
-Sanitary or Storm Building/Gravity	8'	8'	8'	8'	8'
-Sanitary Building/Pressurized	8'	25'	25'	25'	25'
-Sanitary Collector
(Serving < 4 living units or < 6'' diameter)	8'	50'	50''	50''	25'
-Sanitary Collector
(Serving > 4 living units or > 6" diameter)	8'	50'	50''	50''	50''
-Influent	50'	50'	50'	50'	50'
-Storm Collector
(< 6'' diameter)	8'	50'	50'	50'	25'
-Storm Collector
(> 6'' diameter)	8'	50'	50'	50'	50''
Sewer (not ch. ILHR 84 Materials) (Buried)
-Manure/Gravity	25'	25'	25'	25'	25'
-Manure/Pressurized	25'	50'	50'	50'	50'
-Sanitary Building/gravity	25'	25'	25'	25'	25'
-Sanitary Building/Pressurized	25'	25'	25'	25'	50'
-Storm Building	25'	25'	25'	25'	8'
-Sanitary Collector	50'	50'	50'	50'	50'
-Storm Collector	25'	50'	50'	50'	50'
-Influent	50'	50'	50'	50'	50'
Shoreline-Lake, River or Stream (Measured as indicated in sub. (4) (b) 7.)	None*	25'	25' (60' For Schools and High Capacity Wells)	25'	25'
Silage Storage, Earthen Trench or Pit	None*	100'	100'- 175'	250'	250'
Silage Storage Structure (Fabricated liquid-tight) (In-ground or surface)	None	None	None	None	100'
Silage Storage-Surface, Uncovered	None	None	None	None	100'
Silage Storage Tube (Plastic)	None	None	None	8'	8'
Silo With Pit	None**	50'	50'	50'	50'
Silo Without Pit But With Concrete Floor and Drain	None**	25'	25'	50'	50'
Single application landspreading of petroleum-contaminated soil					250'
Sludge Landspreading or Drying	None*	200'	200'	250'	250'
Soil Absorption Unit (< 8,000 gal/day, includes alternate unit)	50'	50'	50' (200' for schools as of 1978)	50' (200' for schools)	50' (200' for schools)
Soil Absorption Unit ('> 8,000 gal/day, existing or abandoned)	50'	50'	50' (200' for schools as of 1978)	250'	250'
Solid Waste Processing Facility (Including composting facilities)	None	None	None	None	250'
Solid Waste Site (Distance to Nearest Fill Area or Proposed Fill Area If Known; Otherwise to the Property Line)	None	400 yards	400 yards	1,200'	1,200'
Solid Waste Transfer Facility	None	None	None	None	250'
Spray Irrigation Waste Disposal Site (See liquid waste disposal system)
Stormwater detention pond or basin	None	None	None	None	25'
Stormwater infiltration basin	None	None	None	None	100'
Sump-Watertight clear water	None	None	None	8'	8'
Sump-Wastewater (Watertight) (form. cast-iron equiv.)	None*	8'	8'	25'	25'
Sump-Wastewater (not watertight or equiv. to cast iron)	None*	25'	25'	25'	25'
Swimming Pool (from edge of water)	None*	25' (Below ground)	25' (Below ground)	25' (Below ground)	8' (above or below ground)
Temporary Manure Stack	None	100'	100'	250'	150'
Wastewater Treatment Plant Effluent Pipe	None	None	None	50'	50'
Wastewater Treatment Plant Structure, Conveyance or Treatment Unit	None*	None	150'	100'	100'
Well approved for underground placement of any waste, surface water or any substance as defined in s. 160.01, Stats.	None	None	None	None	100'
Yard Hydrant	None	10'	10'	8'	8'

°The minimum separating distance between a well and a collector sewer serving more than 4 living units or lar ger than 6 inch diameter is 50 feet regardless of whether the well or the sewer was installed first. However for such sewers less than 16-inch diameter, wells may be located or sewers installed such that a well is less than 50 feet, but at least 25 feet from gravity collector sewers smaller than 16 inches in diameter or from force main collector sewers 4 inches or smaller in diameter provided that within a 50-foot radius of the well the installed sewer pipe meets the allowable leakage requirements of A WW A C600 and the requirements for water- main equivalent type pipe as follows:

-For sewers >= 4" diameter, but < 16" diameter:

°PVC pipe 4" diameter, but <= 12" diameter shall meet AWW A C900 with elastomeric joints having a standard dimension ratio of 18 or less;

°PVC pipe>12" diameter, but < 16" diameter shall meet A WW A C905 with elastomeric joints having a standard dimension ratio of 18 or less.

°Ductile iron pipe shall meet AWWA C115 or AWWA C151 having a thickness class 50 or more.

-For sewers < 3" diameter, the pipe shall be any rigid pipe in the ch. SPS 384 "Table for Pipe and Tubing for Water Services and Private Water Mains," including approved ABS, brass, castiron, CPVC, copper, (not including type M copper), ductile iron, galvanized steel, polybutylene (PB), polyethylene (PE), PVC, or stainless steel pipe.

*"None" Although there were no minimum separation distances required by the code between these possible sources of contamination and a well or reservoir prior to 1975, and in some cases, prior to 1981, it is strongly recommended that the present standard minimum separation distance requirements be met whenever possible.

**Distances were developed under the Public Health Service Grade A Milk Ordinance and have been used by the department of agriculture, trade and consumer protection field inspectors.

***Variances from these separating distances may be granted for earthen manure storage and temporary manure stacks meeting specifications of Soil Conservation Service Standards No. 425 and 312, respectively.

#Variances from this minimum separating distance may be granted for treatment ponds or for storage or treatment lagoons constructed and maintained to the requirements of an approval granted under ch. NR 213.

##After Feb. 1, 1991 and prior to October 1, 1994 the minimum separating distance between a well or reservoir and a lift station is based on the presence of a sewer force main at the lift station

@ There are several code revisions prior to 1975. The dates of these revisions and the minimum separating distances were as follows:

Source	April 24, 1936	March 1939	July 1951	April 10, 1953	May 1, 1971
Building Overhang	2'	2'	2'	2'	2'
Cistern	None	None	10'	10'	10'
Downspout	None	None	10'	10'	10'
Drain
-Building Foundation	10'	10'	10'	10'	10'
-Sewer Connected Building Foundation	10'	10'	15'	15'	15'
-Clear Water	None	None	10'	10'	10'
-Cast Iron (With Lead Joints)	10'	10'	10'	10'	10'
Grease Trap (Watertight)	None	None	25'	25'	25'
Septic Tank	None	None	25'	25'	25'
Sewage Disposal Unit (Absorption Field)	None	None	50'	50'	50'
Sewer
-Cast Iron (With Lead Joints)	10'	10'	84	84	84
-Not Cast Iron or equivalent	25'	25'	25'	25'	25'

A-382.30 (11) (f) CONNECTION TO PRESSURIZED PUBLIC SEWER.

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A-382.31 (4)-1. WHERE A VENT STACK AND STACK VENT ARE REQUIRED.

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A-382.31 (4)-2. INSTALLATION OF VENT STACK AND STACK VENT.

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A-382.31 (5) (a) VENTING OFFSETS OF 30 TO 45 DEGREES.

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A-382.31 (5) (b) VENTS FOR OFFSETS OF MORE THAN 45 DEGREES.

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A-382.31 (7) RELIEF VENTS FOR BUILDING DRAINS.

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A-382.31 (9) FIXTURE VENTS.

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A-382.31 (10)-1. CIRCUIT VENTING.

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A-382.31 (10)-2. CIRCUIT VENTING.

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A-382.31 (10)-3. CIRCUIT VENTING.

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A-382.31 (10)-4. CIRCUIT VENTING.

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A-382.31 (11) (a) COMMON VENTS, VERTICAL, SERVING ANY TWO FIXTURES.

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A-382.31 (11) (b) COMMON VENTS, HORIZONTAL DRAINS.

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A-382.31 (12) RETURN VENTS.

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A-382.31 (13) (a) VERTICAL WET VENTS.

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A-382.31 (13)-1. HORIZONTAL WET VENTS.

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A-382.31 (13)-2. WET VENTING - FLOOR OUTLET FIXTURES.

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A-382.31 (14) (a) and (b) SIZING VENT STACKS AND STACK VENTS

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A-382.31 (14) (c) SIZING BRANCH VENTS SERVING A WET VENT.

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A-382.31 (14) (d) SIZING INDIVIDUAL VENTS.

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A-382.31 (15) (a) VENT GRADES AND CONNECTIONS.

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A-382.31 (15) (b) VENT GRADES AND CONNECTIONS.

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A-382.31 (16) VENT TERMINALS.

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VENTS TERMINATING THROUGH WALLS

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A-382.31 (17) (a) COMBINATION DRAIN AND VENT STACKS.

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A-382.31 (17) (b) COMBINATION DRAIN AND VENT BUILDING DRAIN.

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A-382.31 (17) (c) COMBINATION DRAIN AND VENT LABORATORY SINK VENTING.

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A-382.32 (4) (b) INSTALLATION OF TRAPS.

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A-382.33 (6)-1. INDIRECT WASTE PIPING.

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A-382.33 (6)-2. LOCAL WASTE PIPING.

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A-382.33 (7) AIR-GAPS AND AIR-BREAKS.

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A-382.33 (8) (a) WASTE SINKS AND STANDPIPES.

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A-382.33 (8) (b) FLOOR SINKS.

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A-382.33 (8) (b) FLOOR SINK WITH GRATE OPENING.

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A-382.33 (8) (c)-1. LOCAL WASTE PIPING.

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A-382.33 (8) (c)-2. LOCAL WASTE PIPING

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A-382.33 (8) (d)-1. LOCAL WASTE PIPING SERVING WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVES.

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A-382.33 (8) (d)-2. LOCAL WASTE PIPING SERVING WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVES

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A-382.33 (9) (c) COMMERCIAL GRAVITY DISCHARGE-TYPE CLOTHES WASHERS.

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A-382.33 (9) (d)-1. RESIDENTIAL-TYPE CLOTHES WASHERS.

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A-382.33 (9) (d)-2. RESIDENTIAL-TYPE DISHWASHERS.

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A-382.33 (9) (d)-3. RESIDENTIAL-TYPE DISHWASHERS

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KITCHEN SINK WITH OR WITHOUT FOOD WASTE GRINDER

A-382.33 (9) (d)-4. COMMERCIAL DISHWASHERS.

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A-382.33 (9) (f)-1. ELEVATOR PIT SUBSOIL AND FLOOR DRAINS. Drains and sumps complying with ss. SPS 382.33 and 382.36 shall be provided.

Note: Section SPS 362.3004(2) (b) includes requirements for the installation of drains and sumps. Section SPS 362.3004(2) (b) reads:

"1. Except as provided in subd. 2., a drain or sump complying with ss.SPS 382.33 and 382.36 shall be provided in an elevator pit. Connection of the drain or sump to a sanitary system is prohibited.

2. An elevator pit is exempt from the sump or drain requirement under subd. 1. for any of the following situations:

a. The floor of an elevator walk-in pit is level with the adjacent floor.

b. The elevator does not extend to the building's lowest floor level and the pit floor is not in contact with the earth.

c. The pit floor is above adjacent grade where the elevator hoistway shaft has one or more exterior walls.

3. The aggregate capacity for drainage from the pit shall be at least one of the following:

a. 30 gpm in a hoistway with one elevator.

b. 50 gpm in a hoistway with two or three elevators.

c. 80 gpm in a hoistway with four elevators.

Note: Note: See s. SPS 382.36 for the width or diameter and depth of a sump pump located in an elevator pit."

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A-382.33 (9) (f)-2. ELEVATOR PIT SUBSOIL AND FLOOR DRAINS.

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A-382.33 (9) (g) 1. BAR AND SODA FOUNTAIN SINKS.

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A-382.33 (9) (g) 2. BEER TAPS, COFFEE MAKERS, GLASS FILLERS AND SODA DISPENSERS.

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A-382.33 (9) (g) 3. NOVELTY BOXES AND ICE COMPARTMENTS AND ICE CREAM DIPPER WELLS.

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A-382.33 (9) (g) 4. REFRIGERATED FOOD STORAGE ROOMS, COMPARTMENTS AND DISPLAY CASES.

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A-382.33 (9) (g) 5. MISCELLANEOUS FOOD HANDLING EQUIPMENT.

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A-382.34 (4)-1. GARAGE CATCH BASINS.

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A-382.34 (4)-2. TRAPPED FIXTURES DISCHARGING TO CATCH BASIN.

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A-382.34 (4)-3. TRAPPED FIXTURE DISCHARGING INTO GARAGE CATCH BASIN.

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A-382.34 (4)-4. FIXTURES WITHOUT TRAPS DISCHARGING TO CATCH BASIN.

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A-382.34 (4)-5. GARAGE CATCH BASIN WITH FIXTURES ON SEPARATE FLOOR LEVELS.

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A-382.34 (4)-6. GARAGE CATCH BASIN RECEIVING PRESSURIZED DRAINS.

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A-382.34 (5) (b)-1. EXTERIOR GREASE INTERCEPTORS.

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A-382.34 (5) (b)-2. EXTERIOR GREASE INTERCEPTORS.

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A-382.34 (5) (c) INTERIOR GREASE INTERCEPTORS.

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A-82.34 (6) AUTOMATIC CAR WASHES.

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A-382.34 (7) COMMERCIAL LAUNDRIES. See also A-382.33 (9)-4. for trench type interceptors.

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A-382.34 (8) OIL AND FLAMMABLE LIQUIDS INTERCEPTOR. Vents as shown must terminate independently.

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A-382.34 (13) PLASTER AND HEAVY SOLIDS TRAP TYPE INTERCEPTORS.

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A-382.34 (14) CHEMICAL DILUTION AND NEUTRALIZING BASINS.

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A-382.35 (3) CLEANOUTS SERVING HORIZONTAL DRAINS WITHIN OR UNDER A BUILDING.

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A-382.35 (5) (a) CLEANOUT EXTENSION TO GRADE.

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A-382.35 (8) OUTSIDE DROP INTO AN EXISTING MANHOLE.

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A-382.36 (3) SOURCES OF POLLUTANTS IN WISCONSIN STORMWATER.

Sources of Pollutants in Wisconsin Stormwater

Geometric Mean Concentrations of Contaminants in Runoff from Source-Area and Storm-Sewer Outfalls

Contaminant	Feeder Streets	Collector Streets	Arterial Streets	Lawns	Driveways	Roofs	Parking Lots	Outfall
Residential Source Areas
Total Solids (mg/L)	796	493	-	600	306	91	-	369
Suspended Solids (mg/L)	662	326	-	397	173	27	-	262
Total Phosphorus (mg/L)	1.31	1/07	-	2.67	1.16	.15	-	.66
Total Recoverable Copper µg/L)	24	56	-	13	17	15		16
Total Recoverable Lead µg/L)	33	55	-	- -	17	21	-	32
Total Recoverable Zinc µg/L)	220	339	-	59	107	149	-	203
Fecal Coliform (cfu/100mL)	92,061	56,554	-	42,093	34,294	294	0	175,106
Commercial Source Areas
Total Solids (mg/L)	-	---	373	-	-	112	127	---
Suspended Solids (mg/L)	-	---	232	-	-	15	58	---
Total Phosphorus (mg/L)	-	---	.47	-	-	.20	.19	---
Total Recoverable Copper µg/L)	-	---	46	-	-	9	15	---
Total Recoverable Lead µg/L)	-	---	50	-	-	9	22	---
Total Recoverable Zinc µg/L)	-	---	508	-	-	330	178	---
Fecal Coliform (cfu/100mL)	-	---	9,627	-	-	1,117	1,758	---
Industrial Source Areas
Total Solids (mg/L)	-	958	879	---	-	78	531	267
Suspended Solids (mg/L)	-	763	690	---	-	41	312	146
Total Phosphorus (mg/L)	-	1.5	.94	---	-	.11	.39	.34
Total Recoverable Copper µg/L)	-	76	74	---	-	6	41	28
Total Recoverable Lead µg/L)	-	86	60	---	-	8	38	25
Total Recoverable Zinc µg/L)	-	479	575	---	-	1,155	304	265
Fecal Coliform (cfu/100mL)	-	8,338	4,587	---	-	144	2,705	5,114

Source: Bannerman, R.T.; Owens D.W.; Dodds, R.B.; and Hornewer, N.J., 1993, Sources of Pollutants in Wisconsin Stormwater: Water Science Technology, v.28, nos. 3-5, pp. 241-259.

Note: Single dash indicates source area is not in the land use; double dash indicates insufficient data; and triple dash indicates values are shared with those above for the same source area. The relatively large concentrations of zinc in roof runoff indicate that galvanized roofing materials were a source of the zinc. One-third of the residential roofs had galvanized downspouts. Roofing materials also might be a source of copper and lead in the runoff from residential roofs. Concentrations of dissolved copper and total recoverable copper and lead were slightly larger in the residential roof runoff than in runoff from driveways and lawns.

Note: The department has accepted that a "visible sheen" is defined as 15 mg/L grease and oil.

A-382.36 (3)-1. BEST MANAGEMENT PRACTICES (BMPs). A description of the proposed best management practices to be used for stormwater management in the protection of water quality include, but are not limited to, the following:

a. Detention, retention and sedimentation facilities, including plans for discharges from the facilities, maintenance plans and predictions of water quality.

b. Areas of the site to be used or reserved for infiltration including a prediction of the impact on groundwater quality.

c. Any other relevant volume controls or measures.

d. Any other relevant source control practices not described.

e. Any treatment device, including plans for discharges from the facilities, maintenance plans and predictions of water quality.

Note: Section NR 151.002(4) reads: "'Best management practices' or 'BMPs' means structural or non-structural measures, practices, techniques or devices employed to avoid or minimize soil, sediment or pollutants carried in runoff to waters of the state."

A-382.36 (4)-1. RATIONAL METHOD. The equation procedure for using the rational method formula is as follows:

Q = Aci (in cubic feet per second)

Where: Q = Runoff (in cubic feet per second)

A = Drainage area (in acres)

c = Coefficient of runoff (a dimensionless number)

i = Intensity of rainfall (in inches per hour)

Q = (0.0104)ciA (in gallons per minute)

(1/96)ciA

Where: Q = Runoff (in gallons per minute)

c = Coefficient of runoff (a dimensionless number)

i = Intensity of rainfall (in inches per hour)

A = Drainage area (in square feet)

A-382.36 (4)-2. RUNOFF COEFFICIENTS. Tables Detail A and B are for using the rational formula.

DETAIL A: RUNOFF COEFFICIENTS (C), RATIONAL FORMULA

Land Use	Percent Impervious Area	Design Storm 24-Hour Event	Hydrologic Soil Group
			A			B			C			D
			Slope Range (%)			Slope Range (%)			Slope Range (%)			Slope Range (%)
			0-2	2-6	> 6	0-2	2-6	>; 6	0-2	2-6	> 6	0-2	2-6	> 6
Industrial	90	2- and 10-year	0.67	0.58	0.68	0.68	0.68	0.69	0.68	0.69	0.69	0.69	0.69	0.70
		25-, 50-, and 100-year	0.85	0.85	0.86	0.85	0.86	0.86	0.86	0.86	0.87	0.86	0.86	0.88
Commercial	95	2- and 10-year	0.71	0.71	0.72	0.71	0.72	0.72	0.72	0.72	0.72	0.72	0.72	0.72
		25-, 50-, and 100-year	0.88	0.89	0.89	0.89	0.89	0.89	0.89	0.89	0.89	0.89	0.89	0.90
Residential: gh-density (>6 units/acre)	60	2- and 10-year	0.47	0.49	0.50	0.48	0.50	0.52	0.49	0.51	0.54	0.51	0.53	0.56
		25-, 50-, and 100-year	0.58	0.60	0.61	0.59	0.61	0.64	0.60	0.62	0.66	0.62	0.66	0.69
Medium-density (2-6 units/acre)	30	2- and 10-year	0.25	0.28	0.31	0.27	0.30	0.35	0.30	0.33	0.38	0.33	0.36	0.42
		25-, 50-, and 100-year	0.33	0.37	0.40	0.35	0.39	0.44	0.38	0.42	0.49	0.41	0.45	0.54
Low-density (0.7-2 units/ acre)	15	2- and 10-year	0.14	0.19	0.22	0.17	0.21	0.26	0.20	0.25	0.31	0.24	0.28	0.35
		25-, 50-, and 100-year	0.22	0.26	0.29	0.24	0.28	0.34	0.28	0.32	0.40	0.31	0.35	0.46
Agriculture	5	2- and 10-year	0.08	0.13	0.16	0.11	0.15	0.21	0.14	0.19	0.26	0.18	0.23	0.31
		25-, 50-, and 100-year	0.14	0.18	0.22	0.16	0.21	0.28	0.20	0.25	0.34	0.24	0.29	0.41
Open Space	2	2- and 10-year	0.05	0.10	0.14	0.08	0.13	0.19	0.12	0.17	0.24	0.16	0.21	0.28
		25-, 50-, and 100-year	0.11	0.16	0.20	0.14	0.19	0.26	0.18	0.23	0.32	0.22	0.27	0.39
Freeways and Expressways	70	2- and 10-year	0.57	0.59	0.60	0.58	0.60	0.61	0.59	0.61	0.63	0.60	0.62	0.64
		25-, 50-, and 100-year	0.70	0.71	0.72	0.71	0.72	0.74	0.72	0.72	0.73	0.76	0.75	0.78

Source: Wisconsin department of transportation (WDOT), Facilities Development Manual (July 2, 1979), Procedure 13-10-5.

DETAIL B: RUNOFF COEFFICIENTS (C), FOR SPECIFIC LAND USE

Land Use	Design Storm 24-Hour Event	Hydrologic Soil Group
		A			B			C			D
		Slope Range (%)			Slope Range (%)			Slope Range (%)			Slope Range (%)
		0-2	2-6	> 6	0-2	2-6	> 6	0-2	2-6	> 6	0-2	2-6	> 6
Row Crops	2- and 10-year	0.08	0.16	0.22	0.12	0.20	0.27	0.15	0.24	0.33	0.19	0.28	0.38
	25-, 50-, and 100-year	0.22	0.30	0.38	0.16	0.34	0.44	0.30	0.37	0.50	0.34	0.41	0.56
Median	2- and 10-year	0.19	0.20	0.24	0.19	0.22	0.26	0.20	0.23	0.30	0.20	0.25	0.30
	25-, 50-, and 100-year	0.24	0.26	0.30	0.28	0.33	0.26	0.30	0.37	0.27	0.32	0.40
Slide Slope, turf	2- and 10-year	-	--	0.25	--	-	0.27	-	--	0.28	-	-	0.30
	25-, 50-, and 100-year	--	--	0.32	--	--	0.34	--	--	0.36	--	--	0.38
Pavement:
Asphalt	0.70-0.95
Brick	0.70-0.80
Concrete	0.80-0.95
Drives and Walks	0.75-0.85
Roofs	0.75-0.95
Gravel Roads Shoulders	0.40-0.60

Source: Wisconsin department of transportation (WDOT), Facilities Development Manual (July 2, 1979), Procedure 13-10-5.

Note: The lower "C" values in each range should be used with the relatively low intensities associated with 2- to 10-year design recurrence intervals whereas the higher "C" values should be used for intensities associated with the longer 25- to 100-year design recurrence intervals.

Note: In parking lot runoff, visible sheen has been accepted as having an oil concentration of 15 mg/L.

A-382.36 (4)-3. OTHER METHODS OR MODELS. A model that calculates peak flow such as TR-55, P8 or an equivalent methodology may be used.

Information on how to access P8 is available at the department of natural resources webpage: http://dnr.wi.gov/runoff/models/ or contact the stormwater coordinator in the runoff management section of the bureau of watershed management at the department of natural resources at phone 608-267-7694.

A simplified TR-55 approach, TR-55 (210-vf-TR-55, second edition, June 1986), may be obtained by accessing the USDA NRCS webpage: http://dnr.wi.gov/runoff/models/.

A-382.36 (6)-1. THE FORMULA FOR SOLVING FOR DIAMETER, D FOR ROOF CONDUCTORS.

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A-382.36 (9) (b) AREA DRAIN INLETS.

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A-382.36 (9) (b) 3. INLET GRATES.

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A-382.365 (1) CLASS V INJECTION WELLS. An injection well is described as being any well, drilled or dug hole, used to inject fluids into the subsoil. A stormwater collection well may be a class V injection well.

Federal regulations (40 CFR 144.26) require that all injection wells be reported to the state underground injection control (UIC) program authority for the purpose of developing a state inventory of injection practices. In Wisconsin, the department of natural resources, bureau of drinking water and groundwater, maintains this inventory and registration program, form 3300-253. For more information, refer to www.dnr.state.wi.us/.

A-382.37 (3) CAMPSITE RECEPTORS AND WATER SUPPLY

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A-382.40 (4) CONTROL VALVES.

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A-382.40 (7) (a) METHODOLOGY.

Where equipment such as an instantaneous or tankless water heater, water treatment device, water meter, and backflow preventer is provided in the design, the friction loss in such equipment, corresponding to the GPM demand, should be determined from the manufacturer or other reliable source.

Where a direct fired pressurized tank type water heater is provided in the design, the friction loss for such equipment can be assumed as part of the pressure losses due to flow through piping, fittings, valves and other plumbing appurtenances when the developed length of piping is multiplied by 1.5.

The pressure losses due to flow friction through displacement type cold-water meters may be calculated from Graph A-382.40 (7)-1.

Graph A-382.40 (7)-1

PRESSURE LOSS IN COLD-WATER METERS, DISPLACEMENT TYPE

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Graph A-382.40 (7)-2

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: Copper Tube-Type K, ASTM B88; (C = 150)

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Graph A-382.40 (7)-3

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: Copper Tube-Type L, ASTM B88; (C = 150)

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Graph A-382.40 (7)-4

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: Galvanized Steel Pipe-Schedule 40, ASTM A53, ASTM A120; (C = 125)

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Graph A-382.40 (7)-5

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: Polybutylene Tubing, ASTM D3309; or CPVC Tubing, ASTM D2846; (C = 150)

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Graph A-382.40 (7)-6

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: Crosslinked Polyethylene (PEX) Tubing, ASTM F876; (C = 150)

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Graph A-382.40 (7)-7

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: Polyethylene Tubing, Copper Tube Size, ASTM D2737; (C = 150)

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Graph A-382.40 (7)-8

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: ABS Pipe-Schedule 40; ASTM D1527; or

CPVC Pipe-Schedule 40; ASTM F441; or

PE Pipe-Schedule 40; ASTM D2104; ASTM D2447; or

PVC Pipe-Schedule 40; ASTM D1785; ASTM D2672; (C =150)

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Graph A-382.40 (7)-9

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: Copper Tube-Type M, ASTM B88; (C = 150)

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Graph A-382.40 (7)-10

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: Polyethylene Aluminum Polyethylene Tubing (PexAlPex), ASTM F1281; (C = 150)

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Graph A-382.40 (7)-11

PRESSURE LOSSES DUE TO FLOW FRICTION

Material: CPVC Tubing, SDR 13.5; ASTM F442; (C = 150)

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A-382.41 (3) CROSS CONNECTION CONTROL HISTORY.

CROSS CONNECTION CONTROL HISTORY TABLE

Application	Date	Code or Interpretation
Atmospheric vacuum breaker installation	1954	4 inch elevation above flood level of fixtures
	1979	6 inch elevation above flood level of fixtures
Shampoo Sinks	1977	ASSE 1001 6 inches above the flood level rim ASSE 1013 or ASSE 1012 serving several sinks
	3/1/94	Individual CCC required for each sink ASSE 1001 6 inches above highest point of use (19 inches) ASSE 1013 or ASSE 1056 12 inches above highest use ASSE 1014 approved faucet
Boilers	1977	ASSE 1012 for low pressures: 15 psig steam 30 psig water
	February 1986	ASSE 1012 for boilers: Pressure <= 160 psig Rated working temperature <= 250 degrees Actual temperature <= 160 Pressure relief valve set at 30 psig max. Non-toxic additives Must not be in a hospital (hospital boilers require ASSE 1013)
	3/1/94	ASSE 1012 for low pressure (same) and non-toxic in mixed condition ASSE 1013 for high pressure or toxic
	12/1/04	Chemical pot feeder creates high hazard situation automatically
Laundry trays	1977	Residential - no CCC required on hose threads Commercial - ASSE 1001 requird at 7'6"
	1987	Residential without hose threads - no additional device required Residential with hose threads - AS'SE 1011 Commercial - ASSE 1001 @ 7'6"or ASSE 1011
	3/1/94	Residential without hose threads - no additional device required Residential with hose threads - ASSE 1011, ASSE 1001 @ 7'6" or ASSE1052 Commercial - used for building maintenance with or without hose threads, same as residential with hose threads
Hose bibb for maintenance	1987	ASSE 1011 or ASSE 1001 @ 7'6"
	3/1/94	ASSE 1011 or ASSE 1019
Hose reels	1977	ASSE 1001 with stipulations or ASSE 1013
	3/1/94	ASSE 1020 (exterior only) with stipulations ASSE 1056 with stipulations or ASSE 1013
Sink overhead	1987	ASSE 1012 or Spring making cross connection impossible
Heat exchangers	1986	Double wall draining to atmosphere with toxic heat transfer fluids Single wall when non-toxic heat transfer fluids
Yard hydrants	July 1987	Sanitary hydrant with ASSE 1011 or ASSE 1012 serving only that hydrant and label hydrant as "non-potable" and hose threads protected with ASSE 1011
	9/1/01	Must be sanitary hydrant without below ground bleed
ASSE 1012	3/1/94	Limited to low degree of hazard
ASSE 1019	3/1/94	Exterior wall hydrants must be frost proof and self draining The backflow protection must be integral to the hydrant
Dental units	October 1987	ASSE 1012 for each individual dental unit
	3/1/94	ASSE 1013 (high hazard designation)
Existing fire protection	2/1/94	Allow existing CCC to remain unless increase in diameter of H2O dist, or remove or replace CCC

A-382.41 (5) (a) AIR-GAP. An air-gap for cross connection control for water supply systems conforming to ASME 112.1.2.

Section SPS 381.01(7) reads: "'Air-gap, water supply system,' means the unobstructed vertical distance through the free atmosphere between the lowest opening from any pipe or faucet supplying water to a tank or plumbing fixture and the flood level rim or spill level of the receptacle."

A pipe/spout that terminates with its outlet above the flood level rim of a receptacle/fixture:

1. Shall terminate a minimum of one inch above the flood level rim of the receptacle/fixture, or

2. Shall terminate a minimum distance of two times the diameter of the effective opening from the end of the pipe/spout to the flood level rim of the receptacle/fixture.

Note: In any case, regardless if the end of the pipe/spout is cut square or at an angle, the air-gap is the distance between the lowest end of the pipe/spout and the flood level rim of the receptacle/fixture.

The following water supply air-gap, although the least desirable, is acceptable to the ASME 112.1.2 standard. A pipe/spout that terminates with its outlet completely below the flood level rim of a receptacle/fixture:

1. Must have an opening in the receptacle/fixture that discharges to the atmosphere through an air-gap.

2. This air-gap must be located as close as possible to the receptacle/fixture.

3. The rate of discharge through this opening as compared to the rate of water entering the receptacle/fixture establishes a "spill level" that is the level at which water entering the receptacle/fixture seeks a balance and does not raise any higher. (A level is established where the flow of water entering equals the flow of water exiting.)

4. The distance then, between this established "spill level" and the end of the lowest water supply pipe/spout, is the air-gap.

5. The minimum air-gap ("Y") is the distance between the supply pipe/spout and the "spill level" established in the receptacle/fixture.

6. The "spill level" shall be a distance no greater that one half of the distance measured as "Y," (½ "Y") above the discharge opening in the receptacle/fixture. Therefore, the air-gap between the supply pipe/spout and the highest portion of the opening that discharges to the atmosphere shall be a distance no greater than one and one half "Y" (1 ½ "Y").

Note: In any case, regardless if the end of the pipe/spout is cut square or at an angle, the air-gap is the distance between the lowest end of the pipe/spout and the "spill level" of the receptacle/fixture.

The measurement for this air-gap, however, could be as much as 3 times the diameter of the pipe/spout depending upon the number of near walls. The distance of a near wall is a relationship to the diameter of the pipe/spout and the measurement from the wall to the closest side of the pipe/spout:

1. If there is one near wall, and the distance between that near wall and the closest edge of the supply pipe/spout is greater than 3 times the diameter of the supply pipe/spout, then the minimum air-gap is 2 times the diameter of the supply pipe/spout.

2. If there is one near wall, and the distance to the closest edge of the supply pipe/spout is less than 3 times the diameter of the pipe/spout, then the minimum air-gap is 3 times the diameter of the supply pipe/spout.

3. If there are 2 near walls, and the distance between the near wall(s) and closest edge of the supply pipe/spout is greater than 4 times the diameter of the supply pipe/spout, then the minimum air-gap is 2 times the diameter of the supply pipe/spout.

4. If there are 2 near walls, and the distance to the closest edge of the supply pipe/spout is less than 4 times the diameter of the supply pipe/spout, then the minimum air-gap is 3 times the diameter of the supply pipe/spout.

It has been determined that 2 or more near walls generally have little effect on the need to increase the air-gap to more than 3 times the diameter of the supply pipe/spout.

Note: See the following sketches as examples of an air-gap with pipe/spouts terminating above the flood level rim of the receptacle/fixture, of an air-gap with pipe/spouts terminating below the flood level rim of the receptacle/fixture and of an air-gap with pipe/spouts when terminating by one near wall.

A-382.41 (5)-1. AIR-GAP WITH PIPE/SPOUT(S) ABOVE FLOOD LEVEL RIM OF RECEPTACLE/FIXTURE.

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WATER SUPPLY AIR-GAP ASME 112.1.2

A-382.41 (5)-2. AIR-GAP WITH PIPE/SPOUT(S) BELOW FLOOD LEVEL RIM OF RECEPTACLE/FIXTURE.

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A PARTIAL TABLE FOR THE SELECTION OF BACKFLOW PROTECTION *

Situation

Hazard

Airgap

ASSE 1001

ASSE 1011

ASSE 1012

ASSE 1013

ASSE 1014

ASSE 1019

ASSE 1020

ASSE 1022

ASSE 1035

ASSE 1052

ASSE 1055

ASSE 1056

Autoclave/sterilizer1

Low

X

Autoclave/sterilizer2

High

X

X

Boiler

Low

X

Boiler

High

X

Building maintenance sink3

High

X

X

X

X

X

Carbonated beverage dispenser

High

X

Cappuccino machine

Low

X

X

Chemical dispensing system4

High

X

X

X

X

X

Commercial dishwasher

High

X

X

X

Commercial clothes washer

High

X

X

X

X

Commercial overhead hose reel

High

X

Dental unit/chair5

High

X

X

Expresso machine

Low

X

X

Exterior wall hydrants

High

X

Food waste grinder

High

X

X

X

Handheld showers

High

X

X

Hose threaded outlets6

High

X

X

Humidifier

Low

X

X

Kidney dialysis machine

High

X

X

Laboratory sink faucet7

High

X

X

X

Photo developing machine

High

X

X

Proofing oven

Low

X

Shampoo/barber sink8

High

X

X

X

X

Swimming pools

High

X

X

X

X

X

X

X

X

Therapeutic pools

High

X

X

X

X

X

X

X

Wading pools

High

X

X

X

X

X

X

X

Water cooled compressors

High

X

X

X-ray developing machine

High

X

X

Yard hydrants9

High

X

X

^*Any situation may be subject to an alternate approval.

¹ If less than 15 pounds steam or 30 pounds water and nontoxic chemicals.

² If greater than 15 pounds steam or 30 pounds water and toxic chemicals.

³ Requires backflow protection even if there is a plain end spout.

⁴ Requires separate water supply terminating without a hose thread, or the manufacturer must provide a bleed device to connect to the janitor sink faucet spout.

⁵ Or, provide bottled water conversion unit.

⁶ For outlets other than the required ASSE 1019 hydrants.

⁷ If provided with hose threads or serrated nipple.

⁸ Faucet meeting ASME A112.18.1M that includes backflow protection requirements.

⁹ Hydrants that bleed into the ground and hydrants that are flush with the grade are prohibited.

A-382.41 (5) (f)-1. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.

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A-382.41 (5) (f)-2. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.

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A-382.41 (5) (f)-3. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.

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A-382.41 (5) (f)-4. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.

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A-382.41 (5) (f)-5. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION.

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A-382.50 (3) (b) 5. OPTIONS FOR TEMPERATURE CONTROL IN HEALTH CARE FACILITIES. The following sketches provide options for fail safe installations at the bathing and shower fixture and temperature control at handwashing fixtures.

Option 1. Fail safe solenoid provided at main mixer meeting ASSE 1017, pressure balanced tub/shower valve meeting ASSE 1016 and limit stop faucets at lavatory and kitchen sink.

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Option 2. Fail safe solenoid provided at main mixer meeting ASSE 1017, pressure balanced tub/shower valve meeting ASSE 1016 and thermostatic mixer meeting ASSE 1016 at lavatory and kitchen sink faucets.

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Option 3. Fail safe solenoid provided at main mixer meeting ASSE 1017, thermostatic tub/shower valve meeting ASSE 1016 and limit stop faucets at lavatory and kitchen sink.

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Option 4. Fail safe solenoid provided at main mixer meeting ASSE 1017, combination thermostatic/pressure balance mixing valve meeting ASSE 1016 and limit stop faucets at lavatory and kitchen sink.

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Option 5. Fail safe solenoid, combination pressure balanced/thermostatic tub/shower valve meeting ASSE 1016 and thermostatic mixer meeting ASSE 1016 at lavatory and kitchen sink faucets.

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A-382.51 (3) MOBILE HOME SITES AND PARKS. Mobile home building sewer and water service connections.

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Wis. Admin. Code Department of Safety and Professional Services SPS 382 app Appendix

Amended by, corrections in A-382.20 (2) (Note) made under s. 13.92 (4) (b) 7. and s. 35.17, Stats., Register October 2023 No. 814, eff. 11/1/2023