NR 110.13(5)(e)4.4. Ductile iron pipe and fittings shall meet the requirements of ASTM A746-09; NR 110.13(5)(e)5.5. Polyvinyl chloride sewer pipe shall meet the requirements of D3034-08 or ASTM F679-08; NR 110.13(5)(e)6.6. ABS composite sewer pipe shall meet the requirements of ASTM D2680-01(2009). NR 110.13(5)(f)(f) Joints for nonpressure pipe. The method of making joints and the materials used shall be included in the specifications and meet the minimum standards in subds. 1. to 5. Sewer joints shall be designed to minimize infiltration and to prevent the entrance of roots. Joint material shall be of such a composition as not to be adversely affected by the sewage. NR 110.13(5)(f)1.1. Rubber gasket joints for concrete sewer pipe shall meet ASTM C443-05ae1. NR 110.13(5)(f)2.2. Resilient joints for vitrified clay sewer pipe shall meet ASTM C425-04 (2009). NR 110.13(5)(f)4.4. Polyvinyl chloride sewer pipe shall be joined by solvent weld joints or by elastomeric joints which have been approved by the department. NR 110.13(5)(f)5.5. ABS composite sewer pipe shall be joined by solvent weld joints or by type OR mechanical–seal joints meeting the requirements of ASTM D2680-01 (2009). NR 110.13(5)(g)(g) Pressure sewer pipe and joints. All pressure sewer pipe 10 centimeters (4 inches) or larger shall meet the following minimum requirements: NR 110.13(5)(g)1.1. Ductile iron pipe and joints shall meet the requirements of AWWA C151. NR 110.13(5)(g)2.2. Steel pipe and joints shall meet the requirements of AWWA C200-05. NR 110.13(5)(g)3.3. Concrete pipe and joints shall meet the requirements of AWWA C300-04. NR 110.13(5)(g)4.4. Polyvinyl chloride pipe and joints shall meet the requirements of AWWA C900-07 (minimum class 150) or ASTM D2241-09 (minimum class 250). Solvent weld joints may not be used. NR 110.13(5)(g)5.5. Fiberglass reinforced–polyvinyl chloride composite pipe and joints shall meet the requirements of AWWA C950-07 (minimum class 250). Eight and 10–inch pipe shall have minimum category 3 stiffness as defined in ASTM D2996-01 (2007) e1. Four and 6–inch pipe shall have a minimum category 2 stiffness as defined in ASTM D2996-01 (2007). NR 110.13(5)(h)(h) Small diameter pressure sewer pipe and joints. All pipe and joints 8 centimeters (3 inches) in diameter or smaller to be used in grinder pumps shall meet the following minimum requirements: NR 110.13(5)(h)1.1. Polyethylene pipe and joints which meet the requirements of ASTM D2239-03 (minimum class 160) may be approved on a case–by–case basis depending on the expected system pressure relative to the pipe working strength. Solvent weld, butt fusion, or elastomeric joints will be acceptable. NR 110.13(5)(h)2.2. For ABS pipe, solvent weld or elastomeric joints will be acceptable. NR 110.13(5)(h)3.3. Polyvinyl chloride pipe and joints shall meet the requirements of ASTM D2241-09 (minimum class 160). Solvent weld or elastomeric joints will be acceptable. NR 110.13(6)(6) Sanitary sewer overflow structures. Sanitary sewer overflows structures may be provided as measures to manage and mitigate the effects of sanitary sewer overflow discharges that may occur under extreme conditions. Sanitary sewer overflow structures shall be designed in accordance with all the following requirements: NR 110.13(6)(a)(a) The overflow may be activated either manually or automatically. If automatically activated, a monitoring system shall be provided to detect the initiation time of the overflow and to provide an alarm signal to the sewage collection system operator or other responsible authority. NR 110.13(6)(b)(b) The overflow structure shall be designed to discharge only those wastewater flows greater than the peak flow conveyance capacity within the sewage collection system. NR 110.13(6)(c)(c) Equipment shall be provided to measure the flow and, if practicable, sample the wastewater discharged from the structure. NR 110.13 NoteNote: A department approval of a sanitary sewer overflow structure does not eliminate or alleviate the requirement that prohibits sewage treatment facility overflows in s. NR 210.21. NR 110.13 HistoryHistory: Cr. Register, November, 1974, No. 227, eff. 12-1-74; am. (2), Register, December, 1978, No. 276, eff. 1-1-79; r. and recr. Register, February, 1983, No. 326, eff. 3-1-83; corrections in (1) made under s. 13.93 (2m) (b) 7., Stats., Register, September, 1995, No. 477; corrections in (1) (d) 2. and 3. were made under s. 13.93 (2m) (b) 7., Stats., Register, May, 2001, No. 545; CR 09-123: am. (1) (d) 1., 2., (2) (i), (k) 1., (5) (a) and (e) to (h) Register July 2010 No. 655, eff. 8-1-10; correction in (1) (d) 3. made under s. 13.92 (4) (b) 7., Stats., Register January 2012 No. 673; CR 12-027: cr. (6) Register July 2013 No. 691, eff. 8-1-13. NR 110.14NR 110.14 Sewage lift stations design criteria. NR 110.14(1)(a)(a) Applicability. Lift stations may be approved when gravity sewers are not feasible or economical to transport the same design quantities of sewage. NR 110.14(1)(b)(b) Design report. A design report shall be submitted with plans and specifications for all new sewage lift stations as well as the major rehabilitation of existing lift stations. Major lift station rehabilitation may include, but is not limited to, replacing pumps with larger units or changing the type of lift stations. The design report shall comply with the facilities planning requirements of s. NR 110.11, and shall contain the detailed design calculations for the lift station design capacity. NR 110.14(2)(a)2.2. Where practical, lift stations shall be located off the traffic way of streets and alleys. NR 110.14(2)(a)3.3. Lift stations shall be located with a minimum separation distance of 60 meters (200 feet) from community water system well, and a minimum separation distance of 30 meters (100 feet) from a private water well or any other well subject to ch. NR 812. A lesser separation distance from a community water system well may be approved if hydrogeologic information is provided to the department to indicate the lesser separation distance would provide adequate protection of a well from contamination. When a lift station is proposed within 60 meters (200 feet) of a community water system well, or 30 meters (100 feet) of private water wells or any other well subject to ch. NR 812, the location of the well shall be shown on the engineering plans. Gravity or pressure sewers connecting to lift stations shall be separated from water supply wells in accordance with s. NR 110.13 (1) (d). NR 110.14(2)(b)1.1. Pumping rates for lift stations integral to collection systems shall be determined in the same manner as the flows for the sewers contributory to the lift station and in accordance with the provisions of s. NR 110.11 (1) (d). NR 110.14(2)(b)2.2. Pumping rates for lift stations which operate as part of sewage treatment facilities shall be determined in the same manner as the design flow for the treatment facility in accordance with s. NR 110.15 (4) (c). NR 110.14(2)(b)3.3. Where possible, the pumping rate shall be designed to approximate the peak hour influent design flow rate to the lift station. For main lift stations or lift stations associated with treatment facilities, or in cases where large fluctuations of flow are known to occur, the use of variable speed pumps, or multiple constant speed pumps may be required by the department. NR 110.14(3)(a)(a) Type. Sewage lift stations in general use fall into 7 types: wet well/dry well, submersible, suction lift, screw pump, pneumatic ejector, grinder pump and septic tank effluent pump. NR 110.14(3)(b)1.1. Dry wells, including their superstructure, shall be completely separated from wet wells. Common walls shall be gas tight. NR 110.14(3)(b)2.2. Provisions shall be made in all types of lift stations to facilitate removal of pumps, motors, and other mechanical and electrical equipment without entry into the wet well. NR 110.14(3)(b)3.3. Permanent ladders or steps may not be provided in the wet wells with the possible exception of built-in place lift stations, in which stairways in the wet wells may be approved if there are special maintenance needs or physical conditions that prevent the provision of necessary access by any other reasonable means. A safe means of access shall be provided to dry wells containing equipment requiring inspection or maintenance. If a dry well is over 6 meters (20 feet) deep, an offset shall be made in the entrance ladder with an intermediate landing at approximately mid-depth. Where an intermediate landing is used, the diameter of the landing area shall be at least 1.5 meters (5 feet), or an equivalent landing area shall be provided. Landings shall be provided with a suitable barrier to prevent an individual from falling past the intermediate landing to the lower level. NR 110.14(3)(b)4.4. A caution sign shall be installed at top of entrances to wet wells. The caution sign shall provide a warning of the potential for hazardous gases in a confined space and indicate that there shall be no entry without proper equipment and supervision. NR 110.14(3)(b)5.5. A sump pump shall be provided in a dry well to remove leakage or drainage. The sump pump discharge line shall be equipped with a check valve, and shall discharge above the maximum high water level of the wet well. A siphon break shall be provided when the sump pump discharge line enters at the high water level in the wet well. Pump seal water leakage shall be piped or channeled directly to the sump pit. NR 110.14(3)(b)7.7. All wet wells shall be designed based on fill time and minimum pump cycle time. With any combination of influent flows and pumping rate, the minimum pump cycle time shall be greater than or equal to 5 minutes. The total fill time between pump on and off elevations in the wet well, at average design flow, may not exceed 30 minutes to prevent septicity. NR 110.14(3)(b)8.8. The wet well floor shall have a minimum slope of one to one to the hopper bottom. The horizontal area of the hopper bottom may not be greater than necessary for proper installation and function of suction pipe intake or pump inlet. NR 110.14(3)(b)9.9. There may not be a connection between any potable water system and sewage lift station which could potentially cause contamination of the potable water system. NR 110.14(3)(b)10.10. Exteriors of steel factory built lift stations shall be provided with cathodic protection against corrosion. NR 110.14(3)(b)11.11. Interior of steel wet wells shall be coated with a suitable water proof epoxy coating or water proof painting system or other appropriate methods to protect against corrosion. NR 110.14(3)(c)1.1. All covered wet wells shall be vented to the atmosphere using an inverted “j” tube or other means. Adequate ventilation shall also be provided for all dry wells. Where the dry well is below the ground surface, permanent mechanical ventilation shall be provided. NR 110.14(3)(c)2.2. A permanent mechanical ventilation system shall be provided in wet wells and submersible lift stations where routine entrance is required to inspect or maintain equipment. In all other cases, portable mechanical ventilation equipment shall be available for wet wells as required for entry to a confined space. NR 110.14(3)(c)3.3. There shall be no interconnection between the wet well and dry well ventilation systems. Switches for operation of ventilation equipment shall be marked and conveniently located. All intermittently operated ventilating equipment shall be interconnected with the respective wet well or dry well lighting system. Consideration shall be given to automatic controls where intermittent operation is used. The manual lighting and ventilation switches shall override the automatic controls. NR 110.14(3)(c)4.4. The fan wheel for ventilating hazardous areas shall be fabricated from nonsparking material. NR 110.14(3)(c)5.5. Mechanical ventilation for wet wells shall provide at least 12 complete air changes per hour if ventilation is continuous and at least 30 complete air changes per hour if ventilation is intermittent. Air shall be forced into the wet well by mechanical means rather than exhausted from the wet well. NR 110.14(3)(c)6.6. Mechanical ventilation for dry wells shall provide at least 6 complete air changes per hour if ventilation is continuous and at least 30 complete air changes per hour if ventilation is intermittent. For conserving heat in large lift stations, the department may approve the following 2 exceptions: NR 110.14(3)(c)6.a.a. Intermittent ventilation with an initial ventilation rate of 30 complete air changes per hour for 10 minutes and automatic switch over to 6 complete air changes per hour. NR 110.14(3)(c)6.b.b. A continuous ventilation system at a rate of 6 complete air changes per hour when the dry well is occupied and at a rate of 2 complete air changes per hour when not occupied. NR 110.14(3)(d)(d) Auxiliary equipment. All of the following auxiliary equipment shall be installed in lift stations: NR 110.14(3)(d)1.1. All dry wells shall be equipped with automatic heaters. The department may waive this requirement if it can be demonstrated that the heat output from the pump motors or controls is sufficient to keep equipment in the dry well from freezing. NR 110.14(3)(d)2.2. The installation of dehumidifiers shall be considered for all underground dry wells. NR 110.14(3)(d)3.3. Running time meters shall be installed for each pump in all lift stations. Where the department determines that flow measurement is necessary for the proper operation of the collection system or treatment system, suitable devices for measuring, totalizing, and recording flow shall be installed. NR 110.14(3)(e)(e) Electrical equipment. Electrical systems and components including motors, lights, cables, conduits, switchboxes, and control circuits, which will be located in wet wells, or in enclosed or partially enclosed spaces where hazardous concentrations of flammable gases or vapors may be present, shall comply with the NEC requirements for Class 1, Group D, Division 1 locations. In addition, equipment located in the wet well shall be suitable for use under corrosive conditions. Each flexible cable shall be provided with a watertight seal and separate strain relief. A fused disconnect switch or equivalent circuit breaker located above ground shall be provided for the main power feed for all lift stations. When the equipment is exposed to weather, it shall meet the requirements of weatherproof equipment. NR 110.14(3)(f)(f) Duplicate units. At least 2 pumps or pneumatic ejectors shall be provided in each lift station. Each pump or ejector shall be capable of pumping the design pumping rate as determined by sub. (2) (b). If 3 or more pumps are provided, they shall be designed to meet expected flow conditions and shall be capable of pumping the peak hour design pumping rate as determined by sub. (2) (b), with the largest unit out of service. Where the lift station will serve not more than 25 residential units, a single pump or ejector may be used, provided that the station is designed to permit the installation of a future duplicate pump or ejector with no structural changes. NR 110.14(3)(g)1.1. All pumps, except grinder and effluent pumps, shall be capable of passing spheres of at least 7.6 centimeters (3 inches) in diameter, and pump suction and discharge piping shall be at least 10 centimeters (4 inches) in diameter. The department may allow the use of pumps with a lesser solids handling ability provided the pump is protected by a comminutor, a mechanically cleaned bar screen, or other suitable equipment. NR 110.14(3)(g)2.2. All pumps shall be nonclogging. Where a potential for clogging exists, protection in the form of manual bar screens, mechanically cleaned bar screens, comminutors or other suitable means shall be provided. Bar screens and comminutors shall be installed in accordance with s. NR 110.16. NR 110.14(3)(g)3.3. Each pump shall be located so that under normal operating conditions it will operate under a positive suction head. Self- priming or vacuum primed pumps with adequate suction lift capability are exempted from this requirement. NR 110.14(3)(h)1.1. Each pump, except submersible, screw, grinder and effluent pumps, shall be equipped with individual suction piping. Suction piping shall be as straight as possible. NR 110.14(3)(h)2.2. When suction elbows are used, the bell shall be placed above the floor of the wet well at a distance which is not greater than 1/2 nor less than 1/3 the diameter of the bell. NR 110.14(3)(h)3.3. A suitable shutoff valve shall be placed on each discharge line, except for screw pumps. A shutoff valve shall be placed on each suction line of the dry well pump. A check valve shall be placed on each discharge line between the shutoff valve and the pump, except for screw pumps. Check valves shall be placed in horizontal sections of the discharge pipe, except for ball check valves which may be placed in the vertical run. NR 110.14(3)(i)1.1. Control systems shall be of the air bubbler type, the encapsulated float or displacement type, the ultrasonic type, the pressure transducer type or capacitance probe type. NR 110.14(3)(i)2.2. The control system shall be located away from the turbulence of incoming flow and pump suction. NR 110.14(3)(i)3.3. Provisions shall be made to automatically alternate the pumps in use where multiple equivalent capacity pumps are installed. NR 110.14(3)(i)4.4. All lift stations shall be equipped with an alarm system. The alarm system shall include audible and visual signals. The alarm system shall be activated in cases of power failure, pump failure, and at a predesignated high water level. It is also recommended that alarm systems be activated in the event of unauthorized entry or other lift station malfunction. The department may require that alarm systems be telemetered to responsible authorities for large or main lift stations. NR 110.14(3)(j)1.1. At the design pumping rate, a cleansing velocity of at least 61 centimeters per second (2 feet per second) shall be maintained. NR 110.14(3)(j)2.2. A combination automatic air relief and vacuum valve or an automatic or manual air relief valve shall be placed at each high point in the force main to prevent air locking. NR 110.14(3)(j)3.3. When a force main enters the gravity sewer manhole, it shall discharge at a point not more than 60 centimeters (2 feet) above the spring line of the receiving sewer. NR 110.14(3)(j)4.4. Friction losses through force mains shall be based on the Hazen and Williams formula or other acceptable method. The roughness coefficient “C” value used for design shall be noted on the design report. NR 110.14 NoteNote: When the Hazen and Williams formula is used, the department recommends a “C” value between 100 and 125 be used for all pipe except plastic pipe. A “C” value between 120 and 140 is recommended for plastic pipe. When initially installed, force mains may have a significantly higher “C” value. The lower “C” value (higher coefficient of friction) should be considered when calculating the head at design conditions. The higher “C” value should be considered when calculating the minimum head in the pump operating range power requirements.
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administrativecode
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Department of Natural Resources (NR)
Chs. NR 100-199; Environmental Protection – General
administrativecode/NR 110.14(1)(a)
administrativecode/NR 110.14(1)(a)
section
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