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

Note: These listings are maintained on the department's web site under the Division of Industry Services at http://dsps.wi.gov/programs/industry-services . Also see the Plumbing Program page on the Division of Industry Services web site at http://dsps.wi.gov/Documents/Industry%20Services/Forms/Plan%20Review/Industry%20Services%20Division%20Plumbing%20Agent%20Municipalities.pdf . Both web pages are subject to change. Microsoft Windows NT 6.1.7601 Service Pack 1 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). Microsoft Windows NT 6.1.7601 Service Pack 1 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 . Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (4)-1. BRANCH INTERVALS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 Also listed is a drainage fixture unit (dfu) load that a given size receptor trap may be expected to adequately receive. Microsoft Windows NT 6.1.7601 Service Pack 1 A minimum individual 4 inch diameter trap and drain for a commercial type dishwasher is recommended. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (4)-3. SLOPE BETWEEN MANHOLES IN CONVENTIONAL GRAVITY SEWERS. Section NR 110.13 (2) (c) reads: Microsoft Windows NT 6.1.7601 Service Pack 1 " 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." Microsoft Windows NT 6.1.7601 Service Pack 1 NR 110 Table 1 - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (6) (b) OFFSETS IN VERTICAL DRAINS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (7) HORIZONTAL BRANCH DRAIN CONNECTION AT BASE OF A STACK. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (8) MEASURING RADIUS OF A FITTING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram - See PDF for diagram - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (10) (a) DETERMINING REQUIRED CAPACITY OF SANITARY SUMP. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (10) (a) SUMPS. - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (10) (b) 3. VELOCITY AND FLOW RELATIONSHIP MAINTAINING 2 FEET PER SECOND. Microsoft Windows NT 6.1.7601 Service Pack 1 Schedule 40 PVC
Velocity And Flow Relationship Maintaining 2 Feet Per Second - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (11) (b) BUILDING DRAINS SERVING ANY BUILDING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (11) (c) BUILDING SEWER INSULATION. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 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: Microsoft Windows NT 6.1.7601 Service Pack 1 NR 811.12 (5) (d) Microsoft Windows NT 6.1.7601 Service Pack 1 (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: Microsoft Windows NT 6.1.7601 Service Pack 1 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 . Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 NR 812.08 Well, reservoir and spring location. (1) GENERAL. Any potable or nonpotable well or reservoir shall be located: Microsoft Windows NT 6.1.7601 Service Pack 1 (a) So the well and its surroundings can be kept in a sanitary condition. Microsoft Windows NT 6.1.7601 Service Pack 1 (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: Microsoft Windows NT 6.1.7601 Service Pack 1 1.   The ground surface elevation at the well or reservoir is lower than the elevation at the contamination source, and Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 (c) As far away from any known or possible source of contamination as the general layout of the premises and the surroundings allow. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 (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. Microsoft Windows NT 6.1.7601 Service Pack 1 (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. Microsoft Windows NT 6.1.7601 Service Pack 1 (2) RELATION TO BUILDINGS. In relation to buildings, the location of any potable or nonpotable well shall be as follows: Microsoft Windows NT 6.1.7601 Service Pack 1 (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. Microsoft Windows NT 6.1.7601 Service Pack 1 (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. Microsoft Windows NT 6.1.7601 Service Pack 1 (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. Microsoft Windows NT 6.1.7601 Service Pack 1 (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. Microsoft Windows NT 6.1.7601 Service Pack 1 (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. Microsoft Windows NT 6.1.7601 Service Pack 1 (c) A well may not be constructed on a floodway property that is either undeveloped or has building structures but no existing well. Microsoft Windows NT 6.1.7601 Service Pack 1 (d) The regional flood elevation may be obtained from the department. Microsoft Windows NT 6.1.7601 Service Pack 1 (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: Microsoft Windows NT 6.1.7601 Service Pack 1 (a) Eight feet between a well or reservoir and a: Microsoft Windows NT 6.1.7601 Service Pack 11. Buried gravity flow sanitary or storm building drain having pipe conforming to ch. SPS 384 ; Microsoft Windows NT 6.1.7601 Service Pack 12. Buried gravity flow sanitary or storm building sewer having pipe conforming to ch. SPS 384 ; Microsoft Windows NT 6.1.7601 Service Pack 1 3. Watertight clear water waste sump; Microsoft Windows NT 6.1.7601 Service Pack 14. Buried clear water waste drain having pipe conforming to ch. SPS 384 ; Microsoft Windows NT 6.1.7601 Service Pack 1 5. Buried gravity flow foundation drain; Microsoft Windows NT 6.1.7601 Service Pack 1 6. Rainwater downspout outlet; Microsoft Windows NT 6.1.7601 Service Pack 1 7. Cistern; Microsoft Windows NT 6.1.7601 Service Pack 1 8. Buried building foundation drain connected to a clear water waste drain or other subsoil drain; Microsoft Windows NT 6.1.7601 Service Pack 1 9. Noncomplying pit, subsurface pumproom, alcove, or reservoir; Microsoft Windows NT 6.1.7601 Service Pack 1 10. Nonpotable well; Microsoft Windows NT 6.1.7601 Service Pack 1 11. Fertilizer or pesticide storage tank with a capacity of less than 1,500 gallons, but only when the well is nonpotable; Microsoft Windows NT 6.1.7601 Service Pack 1 Note: For potable wells see par. (d) 1. Microsoft Windows NT 6.1.7601 Service Pack 1 12.   Plastic silage storage and transfer tube; Microsoft Windows NT 6.1.7601 Service Pack 1 13.   Yard hydrant; Microsoft Windows NT 6.1.7601 Service Pack 1 14.   Swimming pool, measured to the nearest edge of the water; or Microsoft Windows NT 6.1.7601 Service Pack 1 15.   Dog or other small pet house, animal shelter or kennel housing not more than 3 adult pets on a residential lot. Microsoft Windows NT 6.1.7601 Service Pack 1 (b) Twenty-five feet between a well or reservoir and a: Microsoft Windows NT 6.1.7601 Service Pack 1 1.   Buried grease interceptor or trap; Microsoft Windows NT 6.1.7601 Service Pack 1 2.   Septic tank; Microsoft Windows NT 6.1.7601 Service Pack 1 3.   Holding tank; Microsoft Windows NT 6.1.7601 Service Pack 1 4.   Buried building drain or building sewer having pipe not conforming to ch. SPS 384 , wastewater sump, or non-watertight clear water waste sumps, Microsoft Windows NT 6.1.7601 Service Pack 1 5.   Buried pressurized sanitary building sewer having pipe conforming to ch. SPS 384 ; Microsoft Windows NT 6.1.7601 Service Pack 1 6.   Buried gravity manure sewer; Microsoft Windows NT 6.1.7601 Service Pack 1 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; Microsoft Windows NT 6.1.7601 Service Pack 1 8.   Liquid-tight barn gutter; Microsoft Windows NT 6.1.7601 Service Pack 1 9.   Animal barn pen with concrete floor; Microsoft Windows NT 6.1.7601 Service Pack 1 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 . Microsoft Windows NT 6.1.7601 Service Pack 1 11.   Buried fuel oil tanks serving single family residences, including any associated buried piping; Microsoft Windows NT 6.1.7601 Service Pack 1 12.   Discharge to ground from a water treatment device; Microsoft Windows NT 6.1.7601 Service Pack 1 13.   Vertical shaft installed below grade used for intake of air for a heating or air conditioning system; or Microsoft Windows NT 6.1.7601 Service Pack 1 14.   Buried sanitary or storm collector sewer serving 4 or fewer living units or having a diameter of 6 inches or less. Microsoft Windows NT 6.1.7601 Service Pack 1 (c) Fifty feet between a well or reservoir and a: Microsoft Windows NT 6.1.7601 Service Pack 1 1.   Soil absorption unit receiving less than 8,000 gallons/day, existing, abandoned or alternate, but not including a school soil absorption unit; Microsoft Windows NT 6.1.7601 Service Pack 1 Note: For school soil absorption units see par. (e); for soil absorption units receiving more than 8,000 gallons/day see par. (f) 3. Microsoft Windows NT 6.1.7601 Service Pack 1 2.   Privy; Microsoft Windows NT 6.1.7601 Service Pack 1 3.   Pet waste pit disposal unit; Microsoft Windows NT 6.1.7601 Service Pack 1 4.   Animal shelter; Microsoft Windows NT 6.1.7601 Service Pack 1 5.   Animal yard; Microsoft Windows NT 6.1.7601 Service Pack 1 6.   Silo; Microsoft Windows NT 6.1.7601 Service Pack 1 7.   Buried sewer used to convey manure having pipe conforming to ch. SPS 384 that does not meet the specifications in par. (b); Microsoft Windows NT 6.1.7601 Service Pack 1 8.   Liquid tight manure hopper or reception tank; Microsoft Windows NT 6.1.7601 Service Pack 1 9.   Filter strip; Microsoft Windows NT 6.1.7601 Service Pack 1 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: Microsoft Windows NT 6.1.7601 Service Pack 1 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 , , diameter, 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. Microsoft Windows NT 6.1.7601 Service Pack 1 b.   For sewers < 3 , , diameter, the pipe shall be any rigid pipe in the ch. SPS 38 4 "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 stainless steel pipe. Microsoft Windows NT 6.1.7601 Service Pack 1 11.   An influent sewer to a wastewater treatment plant; Microsoft Windows NT 6.1.7601 Service Pack 1 12.   The nearest existing or future grave site in cemeteries; Microsoft Windows NT 6.1.7601 Service Pack 1 13.   Wastewater treatment plant effluent pipe; Microsoft Windows NT 6.1.7601 Service Pack 1 14.   Buried pressurized sewer having pipe not conforming to ch. SPS 384 ; or Microsoft Windows NT 6.1.7601 Service Pack 1 15.   Manure loading area. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 (d) One hundred feet between a well or reservoir and a: Microsoft Windows NT 6.1.7601 Service Pack 1 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 . Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 2.   Liquid-tight, fabricated manure or silage storage structure, in ground or at ground surface; Microsoft Windows NT 6.1.7601 Service Pack 1 3.   Wastewater treatment plant structure, conveyance or treatment unit; or Microsoft Windows NT 6.1.7601 Service Pack 1 4.   Dry fertilizer or pesticide storage building or area when more than 100 pounds of either or both materials are stored; Microsoft Windows NT 6.1.7601 Service Pack 1 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.; Microsoft Windows NT 6.1.7601 Service Pack 1 6.   Stormwater infiltration basin; Microsoft Windows NT 6.1.7601 Service Pack 1 7.   Uncovered storage of silage on the ground surface; Microsoft Windows NT 6.1.7601 Service Pack 1 8.   Water-tight silage storage trench or pit; or Microsoft Windows NT 6.1.7601 Service Pack 1 9.   Lift station. Microsoft Windows NT 6.1.7601 Service Pack 1 (e) Two hundred feet between a school well and a soil absorption unit receiving less than 8,000 gallons per day, existing or abandoned. Microsoft Windows NT 6.1.7601 Service Pack 1 (ee) One hundred fifty feet between a well or reservoir and a temporary manure stack. Microsoft Windows NT 6.1.7601 Service Pack 1 (f) Two hundred fifty feet between a well or reservoir and a: Microsoft Windows NT 6.1.7601 Service Pack 1 1.   Manure stack. Microsoft Windows NT 6.1.7601 Service Pack 1 2.   Earthen or excavated manure storage structure. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 3.   Soil absorption unit receiving 8,000 or more gallons per day, existing, abandoned, or alternate. Microsoft Windows NT 6.1.7601 Service Pack 1 4.   Sludge landspreading or drying area. Microsoft Windows NT 6.1.7601 Service Pack 1 5.   An earthen silage storage trench or pit. Microsoft Windows NT 6.1.7601 Service Pack 1 6.   Liquid waste disposal system including, but not limited to a treatment pond or lagoon, ridge and furrow system and spray irrigation system. Microsoft Windows NT 6.1.7601 Service Pack 1 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 . Microsoft Windows NT 6.1.7601 Service Pack 1 7.   Salvage yard. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 9.   Solid waste processing facility. Microsoft Windows NT 6.1.7601 Service Pack 1 10.   Solid waste transfer facility. Microsoft Windows NT 6.1.7601 Service Pack 1 11.   The boundaries of a landspreading facility for spreading of petroleum-contaminated soil regulated under ch. NR 718 while that facility is in operation. Microsoft Windows NT 6.1.7601 Service Pack 1 (g) Twelve hundred feet between a well or reservoir and: Microsoft Windows NT 6.1.7601 Service Pack 1 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; Microsoft Windows NT 6.1.7601 Service Pack 1 2.   The nearest edge of a coal storage area in excess of 500 tons; or Microsoft Windows NT 6.1.7601 Service Pack 1 3.   A hazardous waste treatment facility regulated by the department. - See PDF for table - See PDF for table - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.30 (11) (f) CONNECTION TO PRESSURIZED PUBLIC SEWER. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (4)-1. WHERE A VENT STACK AND STACK VENT ARE REQUIRED. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Microsoft Windows NT 6.1.7601 Service Pack 1 Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (4)-2. INSTALLATION OF VENT STACK AND STACK VENT. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (5) (a) VENTING OFFSETS OF 30 TO 45 DEGREES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (5) (b) VENTS FOR OFFSETS OF MORE THAN 45 DEGREES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (7) RELIEF VENTS FOR BUILDING DRAINS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (9) FIXTURE VENTS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (10)-1. CIRCUIT VENTING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (10)-2. CIRCUIT VENTING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (10)-3. CIRCUIT VENTING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (10)-4. CIRCUIT VENTING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (11) (a) COMMON VENTS, VERTICAL, SERVING ANY TWO FIXTURES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (11) (b) COMMON VENTS, HORIZONTAL DRAINS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (12 ) RETURN VENTS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (13) (a) VERTICAL WET VENTS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (13)-1. HORIZONTAL WET VENTS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (13)-2. WET VENTING – FLOOR OUTLET FIXTURES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (14) (a) and (b) SIZING VENT STACKS AND STACK VENTS Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (14) (c) SIZING BRANCH VENTS SERVING A WET VENT. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (14) (d) SIZING INDIVIDUAL VENTS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (15) (a) VENT GRADES AND CONNECTIONS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (15) (b) VENT GRADES AND CONNECTIONS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (16) VENT TERMINALS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 VENTS TERMINATING THROUGH WALLS Microsoft Windows NT 6.1.7601 Service Pack 1 Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (17) (a) COMBINATION DRAIN AND VENT STACKS. Microsoft Windows NT 6.1.7601 Service Pack 1 Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (17) (b) COMBINATION DRAIN AND VENT BUILDING DRAIN. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.31 (17) (c) COMBINATION DRAIN AND VENT LABORATORY SINK VENTING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.32 (4) (b) INSTALLATION OF TRAPS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (6)-1. INDIRECT WASTE PIPING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (6)-2. LOCAL WASTE PIPING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (7) AIR-GAPS AND AIR-BREAKS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (8) (a) WASTE SINKS AND STANDPIPES. Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (8) (b) FLOOR SINKS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (8) (b) Floor sink with grate opening. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (8) (c)–1. Local waste piping. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (8) (c)-2. LOCAL WASTE PIPING Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (8) (d)-1. LOCAL WASTE PIPING SERVING WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (8) (d)-2. LOCAL WASTE PIPING SERVING WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVES Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (c) COMMERCIAL GRAVITY DISCHARGE-TYPE CLOTHES WASHERS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (d)-1. RESIDENTIAL-TYPE CLOTHES WASHERS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (d)-2. RESIDENTIAL-TYPE DISHWASHERS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (d)-3. RESIDENTIAL-TYPE DISHWASHERS Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 KITCHEN SINK WITH OR WITHOUT FOOD WASTE GRINDER Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (d)-4. COMMERCIAL DISHWASHERS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 2. An elevator pit is exempt from the sump or drain requirement under subd. 1. for any of the following situations: Microsoft Windows NT 6.1.7601 Service Pack 1 a. The floor of an elevator walk-in pit is level with the adjacent floor. Microsoft Windows NT 6.1.7601 Service Pack 1 b. The elevator does not extend to the building's lowest floor level and the pit floor is not in contact with the earth. Microsoft Windows NT 6.1.7601 Service Pack 1 c. The pit floor is above adjacent grade where the elevator hoistway shaft has one or more exterior walls. Microsoft Windows NT 6.1.7601 Service Pack 1 3. The aggregate capacity for drainage from the pit shall be at least one of the following: Microsoft Windows NT 6.1.7601 Service Pack 1 a. 30 gpm in a hoistway with one elevator. Microsoft Windows NT 6.1.7601 Service Pack 1 b. 50 gpm in a hoistway with two or three elevators. Microsoft Windows NT 6.1.7601 Service Pack 1 c. 80 gpm in a hoistway with four elevators. Microsoft Windows NT 6.1.7601 Service Pack 1 Note: Note: See s. SPS 382.36 for the width or diameter and depth of a sump pump located in an elevator pit. " Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (f)-2. Elevator pit subsoil and floor drains . Microsoft Windows NT 6.1.7601 Service Pack 1 Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (g) 1 . BAR AND SODA FOUNTAIN SINKS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (g) 2. BEER TAPS, COFFEE MAKERS, GLASS FILLERS AND SODA DISPENSERS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (g) 3. NOVELTY BOXES AND ICE COMPARTMENTS AND ICE CREAM DIPPER WELLS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (g) 4. REFRIGERATED FOOD STORAGE ROOMS, COMPARTMENTS AND DISPLAY CASES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.33 (9) (g) 5. MISCELLANEOUS FOOD HANDLING EQUIPMENT. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (4)-1. GARAGE CATCH BASINS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (4)-2. TRAPPED FIXTURES DISCHARGING TO CATCH BASIN. Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (4)-3. TRAPPED FIXTURE DISCHARGING INTO GARAGE CATCH BASIN. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (4)-4. FIXTURES WITHOUT TRAPS DISCHARGING TO CATCH BASIN. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (4)-5. GARAGE CATCH BASIN WITH FIXTURES ON SEPARATE FLOOR LEVELS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (4)-6. GARAGE CATCH BASIN RECEIVING PRESSURIZED DRAINS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (5) (b)-1. EXTERIOR GREASE INTERCEPTORS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (5) (b)-2. EXTERIOR GREASE INTERCEPTORS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (5) (c) INTERIOR GREASE INTERCEPTORS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A–82.34 (6) AUTOMATIC CAR WASHES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (7) COMMERCIAL LAUNDRIES. See also A-382.33 (9)-4. for trench type interceptors. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (8) OIL AND FLAMMABLE LIQUIDS INTERCEPTOR. Vents as shown must terminate independently. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (13) PLASTER AND HEAVY SOLIDS TRAP TYPE INTERCEPTORS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.34 (14) CHEMICAL DILUTION AND NEUTRALIZING BASINS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.35 (3) CLEANOUTS SERVING HORIZONTAL DRAINS WITHIN OR UNDER A BUILDING. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.35 (5) (a) CLEANOUT EXTENSION TO GRADE. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.35 (8) OUTSIDE DROP INTO AN EXISTING MANHOLE. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.36 (3) SOURCES OF POLLUTANTS IN WISCONSIN STORMWATER. Microsoft Windows NT 6.1.7601 Service Pack 1 Sources of Pollutants in Wisconsin Stormwater Microsoft Windows NT 6.1.7601 Service Pack 1 Geometric Mean Concentrations of Contaminants in Runoff from Source-Area and Storm-Sewer Outfalls - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 The department has accepted that a "visible sheen" is defined as 15 mg/L grease and oil. Microsoft Windows NT 6.1.7601 Service Pack 1 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: Microsoft Windows NT 6.1.7601 Service Pack 1 a.   Detention, retention and sedimentation facilities, including plans for discharges from the facilities, maintenance plans and predictions of water quality. Microsoft Windows NT 6.1.7601 Service Pack 1 b.   Areas of the site to be used or reserved for infiltration including a prediction of the impact on groundwater quality. Microsoft Windows NT 6.1.7601 Service Pack 1 c.   Any other relevant volume controls or measures. Microsoft Windows NT 6.1.7601 Service Pack 1 d.   Any other relevant source control practices not described. Microsoft Windows NT 6.1.7601 Service Pack 1 e.   Any treatment device, including plans for discharges from the facilities, maintenance plans and predictions of water quality. Microsoft Windows NT 6.1.7601 Service Pack 1 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." Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.36 (4)-1. RATIONAL METHOD. The equation procedure for using the rational method formula is as follows: Microsoft Windows NT 6.1.7601 Service Pack 1   Q   =   Aci (in cubic feet per second) Microsoft Windows NT 6.1.7601 Service Pack 1 Where:   Q   =   Runoff (in cubic feet per second) Microsoft Windows NT 6.1.7601 Service Pack 1   A   =   Drainage area (in acres) Microsoft Windows NT 6.1.7601 Service Pack 1   c   =   Coefficient of runoff (a dimensionless number) Microsoft Windows NT 6.1.7601 Service Pack 1   i   =   Intensity of rainfall (in inches per hour) Microsoft Windows NT 6.1.7601 Service Pack 1   Q   =   (0.0104)ciA (in gallons per minute) Microsoft Windows NT 6.1.7601 Service Pack 1       (1/96)ciA Microsoft Windows NT 6.1.7601 Service Pack 1 Where:   Q   =   Runoff (in gallons per minute) Microsoft Windows NT 6.1.7601 Service Pack 1   c   =   Coefficient of runoff (a dimensionless number) Microsoft Windows NT 6.1.7601 Service Pack 1   i   =   Intensity of rainfall (in inches per hour) Microsoft Windows NT 6.1.7601 Service Pack 1   A   =   Drainage area (in square feet) Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.36 (4)-2. RUNOFF COEFFICIENTS. Tables Detail A and B are for using the rational formula. Microsoft Windows NT 6.1.7601 Service Pack 1 DETAIL A: RUNOFF COEFFICIENTS (C), RATIONAL FORMULA - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 Source: Wisconsin department of transportation (WDOT), Facilities Development Manual (July 2, 1979), Procedure 13-10-5. Microsoft Windows NT 6.1.7601 Service Pack 1 DETAIL B: RUNOFF COEFFICIENTS (C), FOR SPECIFIC LAND USE - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 Source:   Wisconsin department of transportation (WDOT), Facilities Development Manual (July 2, 1979), Procedure 13-10-5. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 Note:   In parking lot runoff, visible sheen has been accepted as having an oil concentration of 15 mg/L. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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 [phone]. Microsoft Windows NT 6.1.7601 Service Pack 1 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/ . Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.36 (6)-1. THE FORMULA FOR SOLVING FOR DIAMETER, D FOR ROOF CONDUCTORS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.36 (9) (b) AREA DRAIN INLETS. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.36 (9) (b) 3. INLET GRATES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 GRATES FOR HORIZONTAL PIPING Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 GRATES FOR VERTICAL PIPING Microsoft Windows NT 6.1.7601 Service Pack 1 FORMULA TO CALCULATE CAPACITY, IN CUBIC FEET PER SECOND: Microsoft Windows NT 6.1.7601 Service Pack 1   Q   =   2/3 A C (2gh) 1/2 Microsoft Windows NT 6.1.7601 Service Pack 1 Where:   Q   =   the capacity of the inlet, cfs Microsoft Windows NT 6.1.7601 Service Pack 1   2/3   =   a factor to correct for assumed blockage of 1/3 of the inlet's net open area Microsoft Windows NT 6.1.7601 Service Pack 1   A   =   the net open area of the inlet, sq. ft Microsoft Windows NT 6.1.7601 Service Pack 1   C   =   an orifice coefficient, usually taken as 0.60 Microsoft Windows NT 6.1.7601 Service Pack 1   G   =   a constant, 32.2 ft/sec/sec Microsoft Windows NT 6.1.7601 Service Pack 1   H   =   the head, in feet on the inlet, or the depth of water on top of the inlet, usually not more than two or three inches. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1Federal 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/ . Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.37 (3) CAMPSITE RECEPTORS AND WATER SUPPLY Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.40 (4) CONTROL VALVES. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.40 (7) (a) METHODOLOGY. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 The pressure losses due to flow friction through displacement type cold-water meters may be calculated from Graph A-382.40 (7)-1. Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-1 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSS IN COLD-WATER METERS, DISPLACEMENT TYPE Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-2 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 Material: Copper Tube-Type K, ASTM B88; (C = 150) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-3 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 Material: Copper Tube-Type L, ASTM B88; (C = 150) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-4 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 Material: Galvanized Steel Pipe-Schedule 40, ASTM A53, ASTM A120; (C = 125) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-5 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 Material: Polybutylene Tubing, ASTM D3309; or CPVC Tubing, ASTM D2846; (C = 150) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-6 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Material: Crosslinked Polyethylene (PEX) Tubing, ASTM F876; (C = 150) Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-7 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 Material: Polyethylene Tubing, Copper Tube Size, ASTM D2737; (C = 150) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-8 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 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) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-9 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 Material: Copper Tube-Type M, ASTM B88; (C = 150) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-10 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 Material: Polyethylene Aluminum Polyethylene Tubing (PexAlPex), ASTM F1281; (C = 150) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 Graph A-382.40 (7)-11 Microsoft Windows NT 6.1.7601 Service Pack 1 PRESSURE LOSSES DUE TO FLOW FRICTION Microsoft Windows NT 6.1.7601 Service Pack 1 Material: CPVC Tubing, SDR 13.5; ASTM F442; (C = 150) Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (3 ) CROSS CONNECTION CONTROL HISTORY. Microsoft Windows NT 6.1.7601 Service Pack 1 Cross Connection Control History Table - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (5) (a) AIR-GAP. An air-gap for cross connection control for water supply systems conforming to ASME 112.1.2. Microsoft Windows NT 6.1.7601 Service Pack 1Section 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." Microsoft Windows NT 6.1.7601 Service Pack 1 A pipe/spout that terminates with its outlet above the flood level rim of a receptacle/fixture: Microsoft Windows NT 6.1.7601 Service Pack 1 1.   Shall terminate a minimum of one inch above the flood level rim of the receptacle/fixture, or Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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 . Microsoft Windows NT 6.1.7601 Service Pack 1 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: Microsoft Windows NT 6.1.7601 Service Pack 1 1.   Must have an opening in the receptacle/fixture that discharges to the atmosphere through an air-gap. Microsoft Windows NT 6.1.7601 Service Pack 1 2.   This air-gap must be located as close as possible to the receptacle/fixture. Microsoft Windows NT 6.1.7601 Service Pack 1 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.) Microsoft Windows NT 6.1.7601 Service Pack 1 4.   The distance then, between this established "spill level" and the end of the lowest water supply pipe/spout, is the air-gap. Microsoft Windows NT 6.1.7601 Service Pack 1 5.   The minimum air-gap ("Y") is the distance between the supply pipe/spout and the "spill level" established in the receptacle/fixture. Microsoft Windows NT 6.1.7601 Service Pack 1 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"). Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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: Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (5)-1. Air-gap with pipe/spout(s) above flood level rim of receptacle/fixture. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 WATER SUPPLY AIR-GAP ASME 112.1.2 Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (5)-2. AIR-GAP WITH PIPE/SPOUT(S) BELOW FLOOD LEVEL RIM OF RECEPTACLE/FIXTURE. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A PARTIAL TABLE FOR THE SELECTION OF BACKFLOW PROTECTION * - See PDF for table Microsoft Windows NT 6.1.7601 Service Pack 1 *Any situation may be subject to an alternate approval. Microsoft Windows NT 6.1.7601 Service Pack 1 1 If less than 15 pounds steam or 30 pounds water and nontoxic chemicals. Microsoft Windows NT 6.1.7601 Service Pack 1 2 If greater than 15 pounds steam or 30 pounds water and toxic chemicals. Microsoft Windows NT 6.1.7601 Service Pack 1 3 Requires backflow protection even if there is a plain end spout. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 5 Or, provide bottled water conversion unit. Microsoft Windows NT 6.1.7601 Service Pack 1 6 For outlets other than the required ASSE 1019 hydrants. Microsoft Windows NT 6.1.7601 Service Pack 1 7 If provided with hose threads or serrated nipple. Microsoft Windows NT 6.1.7601 Service Pack 1 8 Faucet meeting ASME A112.18.1M that includes backflow protection requirements. Microsoft Windows NT 6.1.7601 Service Pack 1 9 Hydrants that bleed into the ground and hydrants that are flush with the grade are prohibited. Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (5) (f)-1. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (5) (f)-2. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (5) (f)-3. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (5) (f)-4. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.41 (5) (f)-5. CROSS CONNECTION CONTROL ASSEMBLY INSTALLATION. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1   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. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 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. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1 A-382.51 (3) MOBILE HOME SITES AND PARKS. Mobile home building sewer and water service connections. Microsoft Windows NT 6.1.7601 Service Pack 1 - See PDF for diagram Microsoft Windows NT 6.1.7601 Service Pack 1