Wisconsin Administrative Code › Department of Safety and Professional Services › SPS 301-399 - Safety, Buildings, and Environment › SPS 380-387 - Plumbing › Chapter SPS 382 - Design, Construction, Installation, Supervision, Maintenance And Inspection Of Plumbing › Appendix - Appendix

Current through June 24, 2024
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.
See
					 Image
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.
See
					 Image
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.
See
					 Image
A-382.30 (7)
HORIZONTAL BRANCH DRAIN
					 CONNECTION AT BASE OF A STACK.
See
					 Image
A-382.30 (8)
MEASURING RADIUS OF A
					 FITTING.
See
					 Image
A-382.30 (10) (a)
DETERMINING REQUIRED
					 CAPACITY OF SANITARY SUMP.
See
					 Image
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.
See
					 Image
A-382.30 (11) (c)
BUILDING SEWER
					 INSULATION.
See
					 Image
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.
See
					 Image
A-382.31 (4)-1.
WHERE A VENT STACK AND STACK
					 VENT ARE REQUIRED.
See
					 Image
A-382.31 (4)-2.
INSTALLATION OF VENT STACK AND
					 STACK VENT.
See
					 Image
A-382.31 (5) (a)
VENTING OFFSETS OF 30 TO 45
					 DEGREES.
See
					 Image
A-382.31 (5) (b)
VENTS FOR OFFSETS OF MORE
					 THAN 45 DEGREES.
See
					 Image
A-382.31 (7)
RELIEF VENTS FOR BUILDING
					 DRAINS.
See
					 Image
A-382.31 (9)
FIXTURE VENTS.
See
					 Image
A-382.31 (10)-1.
CIRCUIT VENTING.
See
					 Image
A-382.31 (10)-2.
CIRCUIT VENTING.
See
					 Image
A-382.31 (10)-3.
CIRCUIT VENTING.
See
					 Image
A-382.31 (10)-4.
CIRCUIT VENTING.
See
					 Image
A-382.31 (11) (a)
COMMON VENTS, VERTICAL,
					 SERVING ANY TWO FIXTURES.
See
					 Image
A-382.31 (11) (b)
COMMON VENTS, HORIZONTAL
					 DRAINS.
See
					 Image
A-382.31 (12
) RETURN VENTS.
See
					 Image
A-382.31 (13) (a)
VERTICAL WET VENTS.
See
					 Image
A-382.31 (13)-1.
HORIZONTAL WET VENTS.
See
					 Image
A-382.31 (13)-2.
WET VENTING - FLOOR OUTLET
					 FIXTURES.
See
					 Image
A-382.31 (14) (a) and (b)
SIZING VENT STACKS
					 AND STACK VENTS
See
					 Image
A-382.31 (14) (c)
SIZING BRANCH VENTS SERVING
					 A WET VENT.
See
					 Image
A-382.31 (14) (d)
SIZING INDIVIDUAL
					 VENTS.
See
					 Image
A-382.31 (15) (a)
VENT GRADES AND
					 CONNECTIONS.
See
					 Image
A-382.31 (15) (b)
VENT GRADES AND
					 CONNECTIONS.
See
					 Image
A-382.31 (16)
VENT TERMINALS.
See
					 Image
VENTS TERMINATING THROUGH WALLS
See
					 Image
A-382.31 (17) (a)
COMBINATION DRAIN AND VENT
					 STACKS.
See
					 Image
A-382.31 (17) (b)
COMBINATION DRAIN AND VENT
					 BUILDING DRAIN.
See
					 Image
A-382.31 (17) (c)
COMBINATION DRAIN AND VENT
					 LABORATORY SINK VENTING.
See
					 Image
A-382.32 (4) (b)
INSTALLATION OF TRAPS.
See
					 Image
A-382.33 (6)-1.
INDIRECT WASTE PIPING.
See
					 Image
A-382.33 (6)-2.
LOCAL WASTE PIPING.
See
					 Image
A-382.33 (7)
AIR-GAPS AND AIR-BREAKS.
See
					 Image
A-382.33 (8) (a)
WASTE SINKS AND
					 STANDPIPES.
See
					 Image
A-382.33 (8) (b)
FLOOR SINKS.
See
					 Image
A-382.33 (8) (b)
FLOOR SINK WITH GRATE
					 OPENING.
See
					 Image
A-382.33 (8) (c)-1.
LOCAL WASTE PIPING.
See
					 Image
A-382.33 (8) (c)-2.
LOCAL WASTE PIPING
See
					 Image
A-382.33 (8) (d)-1.
LOCAL WASTE PIPING SERVING
					 WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVES.
See
					 Image
A-382.33 (8) (d)-2.
LOCAL WASTE PIPING SERVING
					 WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVES
See
					 Image
A-382.33 (9) (c)
COMMERCIAL GRAVITY
					 DISCHARGE-TYPE CLOTHES WASHERS.
See
					 Image
A-382.33 (9) (d)-1.
RESIDENTIAL-TYPE CLOTHES
					 WASHERS.
See
					 Image
A-382.33 (9) (d)-2.
RESIDENTIAL-TYPE
					 DISHWASHERS.
See
					 Image
A-382.33 (9) (d)-3.
RESIDENTIAL-TYPE
					 DISHWASHERS
See
					 Image
KITCHEN SINK WITH OR WITHOUT FOOD WASTE GRINDER
A-382.33 (9) (d)-4.
COMMERCIAL
					 DISHWASHERS.
See
					 Image
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."
See
					 Image
A-382.33 (9) (f)-2.
ELEVATOR PIT SUBSOIL AND
					 FLOOR DRAINS.
See
					 Image
A-382.33 (9) (g) 1.
BAR AND SODA FOUNTAIN
					 SINKS.
See
					 Image
A-382.33 (9) (g) 2.
BEER TAPS, COFFEE MAKERS,
					 GLASS FILLERS AND SODA DISPENSERS.
See
					 Image
A-382.33 (9) (g) 3.
NOVELTY BOXES AND ICE
					 COMPARTMENTS AND ICE CREAM DIPPER WELLS.
See
					 Image
A-382.33 (9) (g) 4.
REFRIGERATED FOOD STORAGE
					 ROOMS, COMPARTMENTS AND DISPLAY CASES.
See
					 Image
A-382.33 (9) (g) 5.
MISCELLANEOUS FOOD
					 HANDLING EQUIPMENT.
See
					 Image
A-382.34 (4)-1.
GARAGE CATCH BASINS.
See
					 Image
A-382.34 (4)-2.
TRAPPED FIXTURES DISCHARGING
					 TO CATCH BASIN.
See
					 Image
A-382.34 (4)-3.
TRAPPED FIXTURE DISCHARGING
					 INTO GARAGE CATCH BASIN.
See
					 Image
A-382.34 (4)-4.
FIXTURES WITHOUT TRAPS
					 DISCHARGING TO CATCH BASIN.
See
					 Image
A-382.34 (4)-5.
GARAGE CATCH BASIN WITH
					 FIXTURES ON SEPARATE FLOOR LEVELS.
See
					 Image
A-382.34 (4)-6.
GARAGE CATCH BASIN RECEIVING
					 PRESSURIZED DRAINS.
See
					 Image
A-382.34 (5) (b)-1.
EXTERIOR GREASE
					 INTERCEPTORS.
See
					 Image
A-382.34 (5) (b)-2.
EXTERIOR GREASE
					 INTERCEPTORS.
See
					 Image
A-382.34 (5) (c)
INTERIOR GREASE
					 INTERCEPTORS.
See
					 Image
A-82.34 (6)
AUTOMATIC CAR WASHES.
See
					 Image
A-382.34 (7)
COMMERCIAL LAUNDRIES. See also
					 A-382.33 (9)-4. for trench type interceptors.
See
					 Image
A-382.34 (8)
OIL AND FLAMMABLE LIQUIDS
					 INTERCEPTOR. Vents as shown must terminate independently.
See
					 Image
A-382.34 (13)
PLASTER AND HEAVY SOLIDS TRAP
					 TYPE INTERCEPTORS.
See
					 Image
A-382.34 (14)
CHEMICAL DILUTION AND
					 NEUTRALIZING BASINS.
See
					 Image
A-382.35 (3)
CLEANOUTS SERVING HORIZONTAL
					 DRAINS WITHIN OR UNDER A BUILDING.
See
					 Image
A-382.35 (5) (a)
CLEANOUT EXTENSION TO
					 GRADE.
See
					 Image
A-382.35 (8)
OUTSIDE DROP INTO AN EXISTING
					 MANHOLE.
See
					 Image
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.
See
					 Image
A-382.36 (9) (b)
AREA DRAIN INLETS.
See
					 Image
A-382.36 (9) (b) 3.
INLET GRATES.
See
					 Image
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
See
					 Image
A-382.40 (4)
CONTROL VALVES.
See
					 Image
See
					 Image
See
					 Image
See
					 Image
See
					 Image
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
See
					 Image
Graph A-382.40 (7)-2
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Copper Tube-Type K, ASTM B88; (C = 150)
See
					 Image
Graph A-382.40 (7)-3
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Copper Tube-Type L, ASTM B88; (C = 150)
See
					 Image
Graph A-382.40 (7)-4
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Galvanized Steel Pipe-Schedule 40, ASTM A53, ASTM
					 A120; (C = 125)
See
					 Image
Graph A-382.40 (7)-5
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Polybutylene Tubing, ASTM D3309; or CPVC Tubing,
					 ASTM D2846; (C = 150)
See
					 Image
Graph A-382.40 (7)-6
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Crosslinked Polyethylene (PEX) Tubing, ASTM F876;
					 (C = 150)
See
					 Image
Graph A-382.40 (7)-7
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Polyethylene Tubing, Copper Tube Size, ASTM
					 D2737; (C = 150)
See
					 Image
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)
See
					 Image
Graph A-382.40 (7)-9
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Copper Tube-Type M, ASTM B88; (C = 150)
See
					 Image
Graph A-382.40 (7)-10
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: Polyethylene Aluminum Polyethylene Tubing
					 (PexAlPex), ASTM F1281; (C = 150)
See
					 Image
Graph A-382.40 (7)-11
PRESSURE LOSSES DUE TO FLOW FRICTION
Material: CPVC Tubing, SDR 13.5; ASTM F442; (C =
					 150)
See
					 Image
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.
See
					 Image
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.
See
					 Image
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.
See
					 Image
A-382.41 (5) (f)-2.
CROSS CONNECTION CONTROL
					 ASSEMBLY INSTALLATION.
See
					 Image
A-382.41 (5) (f)-3.
CROSS CONNECTION CONTROL
					 ASSEMBLY INSTALLATION.
See
					 Image
A-382.41 (5) (f)-4.
CROSS CONNECTION CONTROL
					 ASSEMBLY INSTALLATION.
See
					 Image
A-382.41 (5) (f)-5.
CROSS CONNECTION CONTROL
					 ASSEMBLY INSTALLATION.
See
					 Image
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.
See
					 Image
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.
See
					 Image
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.
See
					 Image
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.
See
					 Image
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.
See
					 Image
A-382.51 (3)
MOBILE HOME SITES AND PARKS.
					 Mobile home building sewer and water service connections.
See
					 Image