(a) Purposes. The purpose and objective of this chapter are as follows:
(1) To maintain and improve the quality of surface water and groundwater within the city;
(2) To prevent the discharge of contaminated stormwater runoff from industrial, commercial, residential, and construction sites into the municipal separate storm sewer system (MS4) and natural waters within the city;
(3) To promote public awareness of the hazards involved in the improper discharge of hazardous substances, petroleum products, household hazardous waste, industrial waste, sediment from construction sites, pesticides, herbicides, fertilizers, and other contaminants into the storm sewers of the city;
(4) To encourage recycling of used motor oil and safe disposal of other hazardous consumer products;
(5) To facilitate compliance with state and federal standards and permits by owners of industrial and construction sites within the city;
(6) To enable the city to comply with all federal and state laws and regulations applicable to its NPDES permit for stormwater discharges.
(b) Administration. Except as otherwise provided in this chapter, the Director, or his appointed representative, shall administer, implement, and enforce the provisions of this chapter.
(c) Abbreviations. The following abbreviations when used in this chapter shall have the designated meanings:
BMP Best Management Practices
CFR Code of Federal Regulations
EPA U.S. Environmental Protection Agency
HHW Hazardous Household Waste
mg/l Milligrams per liter
MS4 Municipal Separate Storm Sewer System
NOI Notice of Intent
NOT Notice of Termination
NPDES National Pollutant Discharge Elimination System
PST Petroleum Storage Tank
SWP3 Stormwater Pollution Prevention Plan
USC United States Code
(d) Authority. The Director may develop additional policies, criteria, specifications and standards in a Stormwater Manual and/or in other policy, master plans, watershed plans or guidance documents as necessary to effectively implement the requirements of this chapter. The policies, criteria and requirements of the Stormwater Manual and/or other policy, plans or guidance documents may be implemented and amended by the director, are referenced in this chapter when required, and shall be enforceable, consistent with the provisions contained in this chapter.
(e) Definitions. Unless a provision explicitly states otherwise, the following terms and phrases, as used in this chapter, shall have the meanings hereinafter designated.
(1) Best management practices (BMPs) mean schedule of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the United States or the city’s MS4. Best management practices also include treatment requirements, operating procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage areas. The BMPs required in this chapter will be sufficient to prevent or reduce the likelihood of pollutants entering storm sewers, ditches or ponds.
(2) City means the city of Haysville, Kansas.
(3) Commencement of construction means the disturbance of soils associated with clearing, grading, or excavating activities or other construction activities.
(4) Commercial means pertaining to any business, trade, industry, or other activity engaged in for profit.
(5) Construction general permit. See “Kansas general permit for stormwater discharges from construction sites.”
(6) Contractor means any person or firm performing construction work at a construction site, including any general contractor and subcontractors. Also includes, but is not limited to, earthwork, paving, building, plumbing, mechanical, electrical, landscaping contractors, and material suppliers delivering materials to the site.
(7) Director means the Director of Public Works, or his or her duly authorized representative.
(8) Discharge means any addition or introduction of any pollutant, stormwater, or any other substance whatsoever into the municipal separate storm sewer system (MS4) or into waters of the United States.
(9) Discharger means any person who causes, allows, permits, or is otherwise responsible for, a discharge, including, without limitation, any owner of a construction site or industrial facility.
(10) Domestic sewage means human excrement, gray water (from home clothes washing, bathing, showers, dishwashing and food preparation), other wastewater from household drains, and waterborne waste normally discharged from the sanitary conveniences of dwellings (including apartment houses and hotels), office buildings, factories, and institutions, that is free from industrial waste.
(11) Earthwork means the disturbance of soils on a site associated with clearing, grading or excavation activities.
(12) Environmental Protection Agency (EPA) means the United States Environmental Protection Agency, the regional office thereof, any federal department, agency, or commission that may succeed to the authority of the EPA, and any duly authorized official of EPA or such successor agency.
(13) Extremely hazardous substance means any substance listed in the appendices to 40 CFR Part 355, emergency planning and notification.
(14) Facility means any building, structure, installation, process or activity from which there is or may be a discharge of a pollutant.
(15) Fertilizer means a substance or compound that contains an essential plant nutrient element in a form available to plants and is used primarily for its essential plant nutrient element content in promoting or stimulating growth of a plant or improving the quality of a crop, or a mixture of two or more fertilizers.
(16) Final stabilization means the status when all soil-disturbing activities at a site have been completed. This would establish a uniform perennial vegetative cover with a density of seventy percent coverage for unpaved areas and those not covered by permanent structures or equivalent permanent stabilization measures (by employing riprap, gabions or geotextiles).
(17) Fire protection water means any water, and any substances or materials contained therein, used by any person to control or extinguish a fire, or to inspect or test fire equipment.
(18) Garbage means putrescible animal and vegetable waste materials from the handling, preparation, cooking or consumption of food, including waste materials from markets, storage facilities, and the handling and sale of produce and other food products.
(19) Harmful quantity means the amount of any substance that will cause a violation of a State Water Quality Standard or any adverse impact to the city’s drainage system.
(20) Hazardous household waste (HHW) means any material generated in a household (including single and multiple residences) by a consumer which, except for the exclusion provided in 40 CFR Section 261.4(h)(1), would be classified as a hazardous waste under 40 CFR Part 261.
(21) Hazardous substance means any substance listed in Table 302.4 of 40 CFR Part 302.
(22) Hazardous waste means any substance identified or listed as a hazardous waste by the EPA pursuant to 40 CFR Part 261.
(23) Hazardous waste treatment, disposal, and recovery facility means all contiguous land, and structures, other appurtenances and improvements on the land used for the treatment, disposal, or recovery of hazardous waste.
(24) Individual building sites mean and include sites of building construction or earthwork activities that are not a part of a new subdivision development and any individual lot within a newly developing subdivision.
(25) Industrial General Permit. See “Kansas general permit for stormwater discharges associated with industrial activity.”
(26) Industrial waste means any waterborne liquid or solid substance that results from any process of industry, manufacturing, mining, production, trade or business.
(27) Industry means and includes: (a) municipal landfills; (b) hazardous waste treatment, disposal, and recovery facilities; (c) industrial facilities that are subject to Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 (SARA) 42, U.S.C. Section 11023; industrial facilities required to obtain NPDES stormwater discharge permits due to their standard industrial classification or narrative description; and (d) industrial facilities that the Director determines are contributing a substantial pollutant loading to the MS4, which are sources of stormwater discharges associated with industrial activity.
(28) Kansas general permit for stormwater discharges associated with industrial activity and Industrial general permit mean the industrial general permit issued by KDHE and any subsequent modifications or amendments thereto, including group permits.
(29) Kansas general permit for stormwater discharges from construction sites and construction general permit mean the construction general permit issued by KDHE and any subsequent modifications or amendments thereto, including group permits.
(30) Landfill means an area of land or an excavation in which municipal solid waste is placed for permanent disposal, and which is not a land treatment facility, a surface impoundment, or an injection well.
(31) Municipal separate storm sewer system (MS4) means the system of conveyances, (including roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, drainage easements or storm drains) owned and operated by the city and designed or used for collecting or conveying stormwater, and which is not used for collecting or conveying sewage.
(32) Municipal solid waste means solid waste resulting from or incidental to municipal, community, commercial, institutional, or recreational activities, and includes garbage, rubbish, ashes, street cleanings, dead animals, abandoned automobiles, and other solid waste other than industrial waste.
(33) NPDES permit means for the purpose of this chapter, this is a permit issued by EPA or the state of Kansas that authorizes the discharge of stormwater pollutants to waters of the United States, whether the permit is applicable on an individual, group or general area-wide basis.
(34) Nonpoint source means the source of any discharge of a pollutant that is not a point source.
(35) Notice of intent (NOI) means the notice of intent that is required by either the industrial general permit or the construction general permit.
(36) Notice of termination (NOT) means the notice of termination that is required by either the industrial general permit or the construction general permit.
(37) Notice of violation means a written notice provided to the owner or contractor detailing any violations of this chapter and any clean-up action expected of the violators.
(38) Oil means any kind of oil in any form, including but not limited to: petroleum, fuel oil, crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure, sludge, oil refuse, and oil mixed with waste.
(39) Owner means the person who owns a facility, part of a facility or land.
(40) Person means any individual, partnership, co-partnership, firm, company, corporation, association, joint stock company, trust, estate, governmental entity, or any other legal entity; or their legal representatives, agents or assigns, including all federal, state and local governmental entities.
(41) Pesticide means a substance or mixture of substances intended to prevent, destroy, repel, or migrate any pest, or substances intended for use as a plant regulator, defoliant or desiccant.
(42) Petroleum product means a petroleum product that is obtained from distilling and processing crude oil and that is capable of being used as a fuel for the propulsion of a motor vehicle, or aircraft, including motor gasoline, gasohol, other alcohol blended fuels, aviation gasoline, kerosene, distillate fuel oil, and #1 and #2 diesel.
(43) Petroleum storage tank (PST) means any one or combination of aboveground or underground storage tanks that contain petroleum product and any connecting underground pipes.
(44) Point source means any discernable, confined, and discrete conveyance including, but not limited to: any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock, concentrated animal feeding operation, landfill leachate collection system, vessel or other floating craft from which pollutants are or may be discharged. This term does not include return flows from irrigated agriculture or agricultural stormwater runoff.
(45) Pollutant means dredged spoil, spoil waste, incinerator residue, sewage, garbage, sewage sludge, munitions, chemical waste, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand, soil, yard waste, hazardous household wastes, used motor oil, anti-freeze, litter, and industrial, municipal, and agricultural waste discharged into water.
(46) Pollution means the alteration of the physical, thermal, chemical or biological quality of, or the contamination of, any water in the state that renders the water harmful, detrimental, or injurious to humans, animal life, vegetation or property, or public health, safety or welfare, or impairs the usefulness or the public enjoyment of the water for any lawful or reasonable purpose.
(47) Qualified personnel means persons who possess the required certification, license, or appropriate competence, skills, and ability as demonstrated by sufficient education, training, and/or experience to perform a specific activity in a timely and complete manner consistent with the regulatory requirements and generally accepted industry standards for such activity.
(48) Release means any spilling, leaking, pumping, pouring, emitting, emptying, discharging, injecting, escaping, leaching, dumping, or disposing into the municipal separate storm sewer system (MS4) or the waters of the United States.
(49) Reportable quantity (RQ) means, for any hazardous substance, the quantity established and listed in Table 302.4 of 40 CFR Part 302; for any extremely hazardous substance, the quantity established in 40 CFR Part 355.
(50) Rubbish means nonputrescible solid waste, excluding ashes, that consist of: (a) combustible waste materials, including paper, rags, cartons, wood, excelsior, furniture, rubber, plastics, yard trimmings, leaves, and similar materials; and (b) noncombustible waste materials, including glass, crockery, tin cans, aluminum cans, metal furniture, and similar materials that do not burn at ordinary incinerator temperatures (one thousand six hundred to one thousand eight hundred degrees Fahrenheit).
(51) Sanitary sewer means the system of pipes, conduits, and other conveyances which carry industrial waste and domestic sewage from residential dwellings, commercial buildings, industrial and manufacturing facilities, and institutions, whether treated or untreated, to the city sewage treatment plant (and to which stormwater, surface water, and groundwater are not intentionally admitted).
(52) Septic tank waste means any domestic sewage from holding tanks such as vessels, chemical toilets, campers, trailers and septic tanks.
(53) Service station means any retail establishment engaged in the business of selling fuel for motor vehicles that is dispensed from pumps.
(54) Sewage means the domestic sewage mid and/or industrial waste that is discharged into the city sanitary sewer system and passes through the sanitary sewer system to the city sewage treatment plant for treatment.
(55) Site means the land or water area where any facility or activity is physically located or conducted, including adjacent land used in connection with the facility or activity.
(56) Solid waste means any garbage, rubbish, refuse, sludge from a waste treatment plant, water supply treatment plant, or air pollution control facility, and other discarded material including: solid, liquid, semi-solid, or contained gaseous material resulting from industrial, municipal, commercial, mining, agricultural operations, and community and institutional activities.
(57) State means the state of Kansas.
(58) Stormwater means stormwater runoff, snowmelt runoff, and surface runoff and drainage.
(59) Stormwater discharge associated with industrial activity means the discharge from any conveyance which is used for collecting and conveying stormwater and which is directly related to manufacturing, processing, or raw materials storage areas at an industrial plant which is listed as one of the categories of facilities in 40 CFR Section 122.26(b)(14), and which is not excluded from EPA’s definition of the same term.
(60) Stormwater Manual refers to the latest version, as amended, of the document on file with the Director of Public Works entitled City of Haysville Storm Water Manual.
(61) Stormwater pollution prevention plan (SWP3) means a plan required by a NPDES stormwater permit and which describes and ensures the implementation of practices that are to be used to reduce the pollutants in stormwater discharges associated with construction or other industrial activity.
(62) Subdivision development means and includes activities associated with the platting of any parcel of land into two or more lots and includes all construction taking place thereon.
(63) Used oil (or used motor oil) means any oil that has been refined from crude oil or a synthetic oil that, as a result of use, storage or handling; has become unsuitable for its original purpose because of impurities or the loss of original properties.
(64) Water of the state and water mean any groundwater, percolating or otherwise, lakes, bays, ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, marshes, inlets, canals, inside the territorial limits of the state, and all other bodies of surface water, natural or artificial, navigable or non-navigable, and including the beds and banks of all water courses and bodies of surface water, that are wholly or partially inside or bordering the state or inside the jurisdiction of the state.
(65) Water quality standard means the designation of a body or segment of surface water in the state for desirable uses and the narrative and numerical criteria deemed by the state to be necessary to protect those uses.
(66) Waters of the United States mean all waters which are currently used, were used in the past, or may be susceptible to use in interstate or foreign commerce, including all waters which are subject to the ebb and the flow of the tide; all interstate waters, including interstate wetlands; all other waters the use, degradation, or destruction of which would affect or could affect interstate or foreign commerce; all impoundments of waters otherwise defined as waters of the United States under this definition; all tributaries of waters identified in this definition; all wetlands adjacent to waters identified in this definition; and any waters within the federal definition of “waters of the United States” at 40 CFR Section 122.2; but not including any waste treatment systems, treatment ponds, or lagoons designed to meet the requirements of the Federal Clean Water Act.
(67) Wetland means any area that is inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances does support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs and similar areas.
(68) Yard waste means leaves, grass clippings, yard and garden debris, and brush that result from landscaping maintenance and land-clearing operations.
(Ord. 1125)
(a) No person shall introduce or cause to be introduced into the municipal separate storm sewer system (MS4) any discharge that is not composed entirely of stormwater, except as allowed in subsection B of this section.
(b) The following non-stormwater discharges are deemed acceptable and not a violation of this section:
(1) A discharge authorized by, and in full compliance with, a NPDES permit (other than the NPDES permit for discharges from the MS4);
(2) A discharge or flow resulting from emergency firefighting;
(3) A discharge or flow of fire protection water that does not contain oil or hazardous substances or materials;
(4) A discharge from water line flushing;
(5) A discharge or flow from lawn watering, landscape irrigation, or other irrigation water;
(6) A discharge or flow from a diverted stream flow or natural spring;
(7) A discharge or flow from uncontaminated pumped groundwater or rising groundwater;
(8) Uncontaminated groundwater infiltration;
(9) Uncontaminated discharges or flow from a foundation drain, crawl space pump, footing drain or sump pump;
(A) Discharge shall not discharge through a street curb. Discharge shall terminate a minimum of 7 ½ feet from a sidewalk, 2 feet from any side lot property line or 10 feet from any front or rear property lot line and flow on the surface of the soil of the lot on which discharge originates. Sump pump discharge shall not be directed to project flow across a property line. The installation of sump pump discharge piping in an easement is prohibited.
(10) A discharge or flow from a potable water source not containing any harmful substance or material from the cleaning or draining of a storage tank or other container;
(11) A discharge or flow from air conditioning condensation that is unmixed with water from a cooling tower, emissions scrubber, emissions filter, or any other source of pollutant;
(12) A discharge or flow from individual residential car washing;
(13) A discharge or flow from a riparian habitat or wetland or natural spring;
(14) A discharge or flow from water used in street washing that is not contaminated with any soap, detergent, degreaser, solvent, emulsifier, dispersant, or any other harmful cleaning substance;
(15) Stormwater runoff from a roof that is not contaminated by any runoff or discharge from an emissions scrubber or filter or any other source of pollutant;
(16) Swimming pool water that has been dechlorinated so that it contains no harmful quantity of chlorine, muriatic acid or other chemical used in the treatment or disinfection of the swimming pool water or in pool cleaning;
(17) Heat pump discharge waters (residential only).
(c) Notwithstanding the provisions of subsection B of this section, any discharge shall be prohibited by this section if the discharge in question has been determined by the Director to be a source of pollutants to the waters of the United States or to the MS4, written notice of such determination has been provided to the discharger, and the discharge has occurred more than ten days beyond such notice.
(Code 2022)
(a) The specific prohibitions and requirements in this section are not necessarily inclusive of all the discharges prohibited by the general prohibition in Section 15-802 of this chapter.
(b) No person shall introduce or cause to be introduced into the MS4 any discharge that causes or contributes to causing the city to violate a KDHE water quality standard, the city’s NPDES stormwater permit, or any state-issued discharge permit for discharges from its MS4.
(c) No person shall dump, spill, leak, pump, pour, emit, empty, discharge, leach, dispose, or otherwise introduce or cause, allow, or permit to be introduced the following substances into the MS4:
(1) Any used motor oil, antifreeze or any other petroleum product or waste;
(2) A harmful quantity of industrial waste;
(3) Any hazardous waste, including household hazardous waste;
(4) Any domestic sewage or septic tank waste, grease trap waste, or grit trap waste;
(5) Any garbage, rubbish or yard waste;
(6) Wastewater that contains a harmful quantity of soap, detergent, degreaser, solvent, or surfactant based cleaner from a commercial carwash facility; from any vehicle washing, cleaning, or maintenance at any new or used automobile or other vehicle dealership, rental agency, body shop, repair shop, or maintenance facility; or from any washing, cleaning, or maintenance of any business or commercial or public service vehicle, including a truck, bus or heavy equipment, by a business or public entity that operates more than five such vehicles;
(7) Wastewater from the washing, cleaning, de-icing, or other maintenance of aircraft;
(8) Wastewater from a commercial mobile power washer or from the washing or other cleaning of a building exterior that contains any harmful quantity of soap, detergent, degreaser, solvent, or any surfactant based cleaner;
(9) Any wastewater from commercial floor, rug, or carpet cleaning;
(10) Any wastewater from the washdown or other cleaning of pavement that contains any harmful quantity of soap, detergent solvent, degreaser, emulsifier, dispersant, or any other harmful cleaning substance; or any wastewater from the washdown or other cleaning of any pavement where any spill, leak, or other release of oil, motor fuel, or other petroleum or hazardous substance has occurred, unless all harmful quantities of such released material have been previously removed;
(11) Any effluent from a cooling tower, condenser, compressor, emissions scrubber, emission filter, or the blowdown from a boiler;
(12) Any ready-mixed concrete, mortar, ceramic, asphalt base material or hydromulch material, or discharge resulting from the cleaning of vehicles or equipment containing or used in transporting or applying such material;
(13) Any runoff, washdown water or waste from any animal pen, kennel, fowl or livestock containment area;
(14) Any swimming pool water containing a harmful level of chlorine, muriatic acid or other chemical used in the treatment or disinfection of the swimming pool water or in pool cleaning;
(15) Any discharge from water line disinfection by super chlorination if it contains a harmful level of chlorine at the point of entry into the MS4 or waters of the United States;
(16) Any water from a water curtain in a spray room used for painting vehicles or equipment;
(17) Any contaminated runoff from a vehicle wrecking yard;
(18) Any substance or material that will damage, block, or clog the MS4; or
(19) Any release from a petroleum storage tank (PST), or any leachate or runoff from soil contaminated by leaking PST; or any discharge of pumped, confined, or treated wastewater from the remediation of any such PST release, unless the discharge has received a NPDES permit from the state.
(d) No person shall introduce or cause to be introduced into the MS4 any harmful quantity of sediment, silt, earth, soil, or other material associated with clearing, grading, excavation or other construction activities in excess of what could be retained on site or captured by employing sediment and erosion control measures to the maximum extent practicable under prevailing circumstances.
(e) No person shall connect a line conveying sanitary sewage, domestic or industrial, to the MS4, or allow such a connection to continue.
(f) Regulation of Pesticides and Fertilizers.
(1) No person shall use or cause to be used any pesticide or fertilizer in any manner that the person knows, or reasonably should know, is likely to cause, or does cause, a harmful quantity of the pesticide or fertilizer to enter the MS4 or waters of the United States.
(2) No person shall dispose of, discard, store, or transport a pesticide or fertilizer, or its container, in a manner that the person knows, or reasonably should know, is likely to cause, or does cause, a harmful quantity of the pesticide or fertilizer to enter the MS4 or waters of the United States.
(g) Used Oil. No person shall discharge used oil into the MS4 or a sewer, drainage system, septic tank, surface water, groundwater or water course.
(h) Vegetative Waste and Structures.
(1) No person shall construct, maintain, or allow any natural or non-natural structures or vegetative barriers including but not limited to trees, shrubbery, berms, fences (including chain link), and walls upon any MS4 which, the Director finds impedes, detains, retains, or otherwise interferes with the drainage of stormwater regardless of the source of stormwater.
(2) No person shall deposit leaves, grass, trash or other such materials upon any MS4 if such deposit shall be determined by the Director to interfere with the ability of the city to properly maintain or clean the area to allow for the safe and efficient drainage of stormwater, or such accumulation directly interferes with the safe and efficient drainage of stormwater through the MS4.
(3) No owner or occupant of property which abuts upon any MS4 shall permit or allow the accumulation of leaves, grass, trash or other such materials upon such MS4 if such accumulation is determined by the Director to interfere with the ability of the city to properly maintain or clean the area to allow for the safe and efficient drainage of stormwater, or such accumulation directly interferes with the safe and efficient drainage of stormwater through the MS4.
(i) Cleanup.
(1) Should it be determined by the Director that any person or business has allowed any pollutant into the MS4 or waters of the United States, immediate measures will be taken by the responsible party to remove the pollutants. If the pollutants are not removed within the time period specified by the Director, the city may remove the pollutants and assess the cost thereof to the responsible party. The city may use any legal means to collect such costs, should the responsible party fail to pay such cost within forty-five days.
(2) The responsible party may also be issued a citation for such violation of this Code in the manner set forth and described in this Stormwater Code.
(a) Any person responsible for any release of any hazardous material that may flow, leach, enter, or otherwise be introduced into the MS4 or waters of the United States shall comply with all state, federal, and any other local law requiring reporting, cleanup, containment, and any other appropriate remedial action in response to the release.
(b) As soon as possible following such release, a written report shall be obtained by the Director from all City, County, and State agencies with authority over reporting, cleanup, containment, and any other appropriate remedial action associated with such release.
(a) General Requirements (All Sites).
(1) The owners of construction sites shall ensure that best management practices are used to control and reduce the discharge of pollutants into the MS4 and waters of the United States to the maximum extent possible under the circumstances.
(2) Qualified personnel (provided by the owner of the construction site) shall inspect disturbed areas that have not been finally stabilized, areas used for storage of materials that are exposed to precipitation, structural control measures, and locations where vehicles enter or exit the site, at least once every seven calendar days and within twenty-four hours of the end of a storm that is one-half inch or greater. All erosion and sediment control measures and other identified best management practices shall be observed in order to ensure that they are operating correctly and are effective in preventing significant impacts to receiving waters and the MS4. Based on the results of the inspection, the best management practices shall be revised as appropriate as soon as practicable. These inspections, along with a description of revisions, will be documented in writing and available for inspection by the Director upon request.
(3) Should it be found that soil or pollutants have already or may be carried into the MS4 or waters of the United States, immediate measures will be taken by the owner to remedy the violation and/or remove the pollutants. If the owner fails to remove pollutants within the time period prescribed in the notice of violation from the city, the city may remove the pollutants and assess the cost thereof to the responsible owner. Failure of the owner to pay such costs will be grounds for the denial of further approvals or the withholding of occupancy certificates.
(4) When determined to be necessary for the effective implementation of this section, the Director may require any plans and specifications that are prepared for the construction of site improvements to illustrate and describe the best management practices required by subsection (A)(1) of this section that will be implemented at the construction site. Should the proper BMP’s not be installed or if the BMP’s are ineffective, upon reasonable notice to the owner, the city may deny approval of any building permit, grading permit, subdivision plat, site development plan, or any other city approval necessary to commence or continue construction, or to assume occupancy.
(5) The owner of a site of construction activity is responsible for compliance with the requirements in this subsection. In the case of new subdivisions, builders on individual lots can operate under the developer’s NPDES permit if the developer’s SWP3 deals with individual lots and the contractor’s certification has been signed.
(6) Any contractor on a construction site will also be required to use best management practices so as to minimize pollutants that enter into the MS4.
(7) All persons shall avoid damaging BMP devices once in place. Any person damaging a BMP device shall be responsible for the repair of the damaged BMP device. Malicious destruction of a BMP device or failure of such responsible person to repair BMP device will be deemed a violation of this chapter.
(b) Sites Requiring Federal and/or State NPDES Stormwater Discharge Permits. All owners of and contractors on sites of construction activity, that require a federal or state NPDES stormwater discharge permit, or that are part of a common plan of development or sale requiring such permit(s), shall comply with the following requirements (in addition to those in subsection A of this section):
(1) Any owner who intends to obtain coverage for stormwater discharges from a construction site under the Kansas general permit for stormwater discharges from construction sites (“the construction general permit”) shall submit a signed copy of its notice of intent (NOI) and Stormwater Runoff Management Plan to the Director when a building permit application is made. If the construction activity is already underway upon the effective date of this chapter, the NOI shall be submitted within thirty days. When ownership of the construction site changes, a revised NOI shall be submitted within fifteen days of the change in ownership.
(2) A stormwater pollution prevention plan (SWP3) shall be prepared and implemented in accordance with the requirements of the construction general permit or any individual or group NPDES permit issued for stormwater discharges from the construction site, and with any additional requirement imposed by or under this chapter and any other city chapter.
(3) The SWP3 shall be prepared by a qualified personnel and shall comply with State NPDES requirements. The signature of the preparer shall constitute his or her attestation that the SWP3 fully complies with the requirements of the permit issued.
(4) The SWP3 shall be completed prior to the submittal of the NOI to the Director and for new construction, prior to the commencement of construction activities. The SWP3 shall be updated and modified as appropriate and as required by the NPDES permit.
(5) The Director may require any owner who is required by subsection (B)(2) of this section to prepare a SWP3, to submit the SWP3, and any modifications thereto, to the Director for review at any time.
(6) Upon the Director’s review of the SWP3 and any site inspection that he or she may conduct, if the SWP3 is not being fully implemented, the Director or his or her representative may upon reasonable notice to the owner, deny approval of any building permit, grading permit, site development plan, final occupancy certificate, or any other city approval necessary to commence or continue construction. A stop work order may also be issued.
(7) All contractors working on a site subject to a NPDES permit shall sign a copy of the following certification statement before beginning work on the site: “I certify under penalty of law that I understand the terms and conditions of the National Pollutant Discharge Elimination System (NPDES) permit that authorizes the stormwater discharges associated with construction activity from the construction site identified as part of this certification and with the stormwater pollution prevention ordinance of the city, and I agree to implement and follow the provisions of the Stormwater Pollution Prevention Plan (SWP3) for the construction site.” The certification must include the name and title of the person providing the signature; the name, address, and telephone number of the contracting firm; the address (or other identifying description) of the site; and the date the certification is made. All contractors will be responsible for their own activities to ensure that they comply with the owners’ SWP3. Failure to comply with the SWP3 or malicious destruction of BMP devices is deemed to be a violation of this chapter.
(8) The SWP3 and the certifications of contractors required by subsection (B)(7) of this section, and with any modifications attached, shall be retained at the construction site from the date of construction commencement through the date of final stabilization.
(9) The Director may notify the owner at any time that the SWP3 does not meet the requirements of the NPDES permit issued or any additional requirement imposed by or under this chapter. Such notification shall identify those provisions of the permit or this chapter which are not being met by the SWP3, and identify which provisions of the SWP3 require modification in order to meet such requirements. Within thirty days of such notification from the Director, the owner shall make the required changes to the SWP3 and shall submit to the Director a written certification from the owner that the requested changes have been made.
(10) The owner shall amend the SWP3 whenever there is a change in design, construction, operation or maintenance, which has a significant effect on the potential for the discharge of pollutants to the MS4 or to the waters of the United States, and which has not otherwise been addressed in the SWP3, or if the SWP3 proves to be ineffective in eliminating or significantly minimizing pollutants, or in otherwise achieving the general objective of controlling pollutants in stormwater discharges.
(11) Qualified personnel (provided by the owner of the construction site) shall inspect disturbed areas that have not been finally stabilized, areas used for storage of materials that are exposed to precipitation, structural control measures, and locations where vehicles enter or exit the site, at least once every seven calendar days and within twenty-four hours of the end of the storm that is one-half inch or greater. Disturbed areas and areas used for storage of materials that are exposed to precipitation shall be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWP3 shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters or the MS4. Locations where vehicles enter or exit the site shall be inspected for evidence of off-site sediment tracking.
(12) Based on the results of the inspections required by subsection (B)(11) of this section, the pollution prevention measures identified in the SWP3 shall be revised as appropriate. Such modifications shall provide for timely implementation of any changes to the SWP3 within ten calendar days following the inspection.
(13) A report summarizing the scope of any inspection required by subsection (B)(11) of this section, and the names(s) and qualifications of personnel making the inspection, the date(s) of the inspection, major observations relating to the implementation of the SWP3, and actions taken in accordance with subsection (B)(12) of this section shall be made and retained on site as part of the SWP3. Such report shall identify any incidence of noncompliance. Where a report does not identify any incidence of noncompliance, the report shall contain a certification that the facility is in compliance with the SWP3, the facility’s NPDES permit, and this chapter. The report shall be certified and signed by the person responsible for making it.
(14) The owner shall retain copies of any SWP3 and all reports required by this chapter or by the NPDES permit for the site, and records of all data used to complete the NOI for a period of at least three years from the date that the site is finally stabilized.
(15) Upon final stabilization of the construction site, the owner shall submit written certification to the Director that the site has been finally stabilized. The city may withhold the final occupancy or use permit for any premises constructed on the site until such certification of final stabilization has been filed and the Director has determined, following any appropriate inspection, that final stabilization has occurred and that any required permanent structural controls have been completed.
All operators of: (1) municipal landfills; (2) hazardous waste treatment, disposal, and recovery facilities; (3) industrial facilities that are subject to Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 (SARA) 42, U.S.C. Section 11023; industrial facilities required to obtain NPDES stormwater discharge permits due to their standard industrial classification or narrative description; and (4) industrial facilities that the Director determines are contributing a substantial pollutant loading to the MS4, which are sources of stormwater discharges associated with industrial activity, shall comply with the following requirements:
(a) Any owner who intends, after the effective date of this chapter, to obtain coverage for a stormwater discharge associated with industrial activity under the Kansas general permit for stormwater discharges associated with industrial activity (“the industrial general permit”) shall submit a signed copy of its notice of intent (NOI) to the Director.
(b) When required by their NPDES permit, all industries listed in this section shall prepare a stormwater pollution prevention plan (SWP3) and implement such plan in accordance with the requirements of their state or federal NPDES permit.
(c) The SWP3, when required, shall be prepared and signed by a qualified individual and will comply with all state NPDES requirements. The signature of the preparer shall constitute his or her attestation that the SWP3 fully complies with the requirements of the NPDES permit.
(d) The SWP3, when required, shall be updated and modified as appropriate and as required by the NPDES permit and this chapter.
(e) A copy of any NOI that is required by subsection (A)(1) of this section shall be submitted to the city in conjunction with any application for a permit or any other city approval necessary to commence or continue operation of the industrial facility.
(f) The Director may require any operator who is required by subsection (A)(2) of this section to prepare a SWP3, to submit the SWP3, and any modifications thereto, to the Director for review.
(g) Upon the Director’s review of the SWP3 and any site inspection that he or she may conduct, the Director may upon reasonable notice to the owner, deny approval necessary to commence or continue operation of the facility, on the grounds that the SWP3 does not comply with the requirements of the NPDES permit, or any additional requirement imposed by or under this chapter. Also, if at any time the Director determines that the SWP3 is not being fully implemented, upon reasonable notice to the owner, he or she may deny approval of any application for a permit or other city approval necessary to commence or continue operation of the facility.
(h) The SWP3, if required, with any modifications attached, shall be retained at the industrial facility from the date of commencement of operations until all stormwater discharges associated with industrial activity at the facility are eliminated and the required notice of termination (NOT) has been submitted.
(i) The Director may notify the owner at any time that the SWP3 does not meet the requirements of the NPDES permit, or any additional requirement imposed by or under this chapter. Such notification shall identify those provisions of the permit or chapter, which are not being met by the SWP3, and identify which provisions require modification in order to meet such requirements. Upon thirty days of such notification from the Director, the owner shall submit to the Director a written certification that the requested changes have been made.
(j) The owner shall amend the SWP3, if required, whenever there is a change in design, construction, operation or maintenance, which has a significant effect on the potential for the discharge of pollutants to the MS4 or to the waters of the United States, or if the SWP3 proves to be ineffective in eliminating or significantly minimizing pollutants, or in otherwise achieving the general objective of controlling pollutants in stormwater discharges.
(k) As may be required by the facilities NPDES permit, qualified personnel (provided by the owner) shall inspect equipment and areas of the facility specified in the SWP3 at appropriate intervals or as may be specified in their NPDES permit. A set of tracking or follow up procedures shall be used to ensure that appropriate actions are taken in response to the inspections. Records of inspection shall be maintained.
(l) Industrial facilities will implement a sampling and testing program as required by their individual NPDES permits. The Director may require written reports of any such monitoring and testing to be submitted to him or her.
(m) The owner shall retain the SWP3 and all sampling and testing reports until at least one year after stormwater discharges associated with industrial activity at the facility are eliminated, or the operator is no longer operating the facility, and a notice of termination (NOT) has been submitted.
(n) For discharges subject to the semi-annual or annual monitoring requirements of the industrial general permit, in addition to the records-retention requirements of this chapter, owners are required to retain for a six year period from the date of sample collection, records of all sampling and testing information collected. Owners must submit such monitoring results, and/or a summary thereof, to the Director upon his or her request.
(o) After the effective date of this chapter, no stormwater discharge shall contain any hazardous metals in a concentration that would result in the violation of any Kansas Surface Water Quality Standard.
(a) Duty to Maintain. The owner of any private drainage ditch or pond that empties into the city’s MS4 or the waters of the United States has a duty to use BMPs on the ditches or pond to minimize the pollutant levels downstream. Such BMPs include, but are not limited to, removing excessive build-up of silt, repairing bank erosion, maintaining vegetative cover, the cleaning of inlet and outlet works, and the like.
(b) Inspection and Notice by City. The city will periodically inspect these privately owned ditches and ponds. Should conditions be found that cause the pollution of downstream receiving waters, the Director shall so notify the owners, and state what actions are expected by the owners to remedy the problem.
(c) Failure to Repair. Should the owners fail to make the necessary repair within one hundred twenty days after notice, the city is authorized to do the repairs at the expense of the owner. Should the owner fail to reimburse the city for the cost of the repairs upon demand, the city may assess the cost thereof to the owner and initiate any collection proceedings authorized by law.
(a) Right of Entry. The Director or his or her authorized representatives, shall have the right to enter the premises of any person discharging stormwater to the municipal separate storm sewer system (MS4) or to waters of the United States at any reasonable time to determine if the discharger is complying with all requirements of this chapter, and with any state or federal discharge permit, limitation, or requirement. Dischargers shall allow the inspectors ready access to all parts of the premises for the purposes of inspection, sampling, records examination and copying, and for the performance of any additional duties. The director or his designee is hereby authorized to enter upon premises for all such purposes to perform the duty imposed upon him or her by this Code and may apply to a court of competent jurisdiction for an order granting such entry in the event it is denied.
(b) Records. Subject to the requirements of subsection A of this section, dischargers shall make available, upon request, any SWP3s, modifications thereto, self-inspection reports, monitoring records, compliance evaluations, notices of intent, and any other records, reports, and other documents related to compliance with this chapter and with any state or federal discharge permit.
(c) Sampling. The Director shall have the right to set up on the discharger’s property such devices that are necessary to conduct sampling of stormwater discharges.
(a) The developer of any subdivision requiring a federal or state NPDES stormwater discharge permit will be responsible for obtaining the required permit and developing and implementing an overall SWP3 for the subdivision. Such SWP3 shall include BMPs to be used on individual lot building sites.
(b) City contractors installing public streets; water, sanitary sewer, storm sewer lines; and/or sidewalks will be required to comply with the developers’ SWP3s and sign the appropriate contractor certification statement. For work in public rights-of-way or easements requiring a federal or state NPDES stormwater discharge permit, the city shall be responsible for obtaining the required permit and preparing and implementing the required SWP3s.
(c) Any utility company installing utilities within a new subdivision will also be required to comply with the developers’ SWP3’s and sign the appropriate contractor certification statement. For work in public rights-of-way or easements requiring a federal or state NPDES stormwater discharge permit, the utility company shall be responsible for obtaining the required permit and preparing and implementing the required SWP3s.
(d) The purchasers or individual lots within the subdivision for construction purposes shall comply with the developers’ SWP3 and shall sign a certification statement agreeing to do so.
(a) The discharge of, or potential discharge of, any pollutant to the MS4 or waters of the United States; failure to properly apply for a federal or state stormwater discharge permit; the failure to prepare or implement a SWP3 when required by a federal or state permit; the failure to use effective BMP devices; the malicious destruction of BMP devices; failure to repair BMP devices; the failure to comply with any directive, citation, or order issued under this chapter; are violations of this chapter for which enforcement action may be taken.
(b) The enforcement actions to be taken under this chapter are as follows:
(1) Criminal Penalty. Any person violating any provision of this chapter shall be prosecuted in the City’s municipal court as set forth below. First and second offenses shall be prosecuted as code violations punishable by a fine of not more than one thousand dollars. Third and subsequent convictions of violations of the City’s stormwater regulations shall be misdemeanors, punished by a fine of not more than one thousand dollars and/or by imprisonment for not more than six months, or by both such fine and imprisonment. Each and every day during which any violation of any provision of this chapter is committed, continued, or permitted is a separate violation.
(2) Stop Work Order. Notwithstanding other penalties provided by this chapter, whenever the Director, or their designees, finds that any owner or contractor on a construction site has violated, or continues to violate, any provision of this chapter or any order issued thereunder, the Director may after reasonable notice to the owner or contractor issue a stop work order to the owner and contractors by posting such order at the construction site. Such order should also be distributed to all city departments and divisions whose decisions may affect any activity at the site. Unless express written exception is made, the stop work order shall prohibit any further construction activity at the site and shall bar any further inspection or approval by the city associated with the building permit, grading permit, site development plan approval, or any other approval necessary to commence or to continue construction or to assume occupancy at the site. Issuance of a stop work order shall not be a bar against, or a prerequisite for, taking any other action against the violator. Failure to comply with the requirements of any stop work order is a violation of this chapter and grounds for refusal to issue the Contractor any construction permits for future projects.
(3) Administrative Penalty Process.
(A) When the Director finds that any stormwater discharger has violated or continues to violate the provisions set forth in this chapter, or the discharger’s NPDES permit or any order issued thereunder, the Director may issue an order for compliance to the discharger. Such orders may contain any requirements as might be reasonably necessary and appropriate to address noncompliance including, but not limited to, the installation of best management practices, additional self-monitoring, and/or disconnection from the MS4.
(B) The Director, with the approval of the Governing Body, is empowered to enter into consent orders, assurances of voluntary compliance, or other similar documents establishing an agreement with any industrial discharger responsible for noncompliance. Such orders shall include specific action to be taken by the discharger to correct the noncompliance within a time period specified by the order.
(C) Notwithstanding any other remedies or procedures available to the city, any discharger who is found to have violated any provision of this chapter, or any NPDES permit or any order issued under this chapter, may be assessed an administrative penalty as follows:
(i) Failure to properly apply for a required NPDES permit: first offense: five hundred dollars; second and subsequent offenses: two thousand five hundred dollars per violation;
(ii) Failure to prepare stormwater pollution prevention plan: first offense: five hundred dollars; second and subsequent offenses: two thousand five hundred dollars per violation;
(iii) Failure to install best management practices: first offense: two hundred dollars; second and subsequent offenses: one thousand dollars per violation;
(iv) Failure to maintain best management practices: first offense: two hundred dollars; second and subsequent offenses: one thousand dollars per violation;
(v) Failure to perform required sampling and testing or provide testing reports: first offense: two hundred dollars; second and subsequent offenses: one thousand dollars per violation.
Each day on which noncompliance shall occur or continue shall be deemed a separate and distinct violation. Upon assessment of any administrative penalty, the city will bill the violator for such charge and the Director shall have such collection remedies as are available at law. No further construction permits shall be issued to a violator until all such administrative penalties are paid.
(a) Illegal dumping will be subject to criminal penalties process.
(b) Illegal connections will be subject to either the criminal or administrative penalty processes.
(c) Industrial violations will be subject to the administrative penalty process.
(d) Individual building sites not requiring a federal or state NPDES permit will be subject to the criminal penalty and the stop work order processes; however, any owner or contractor of such sites deemed guilty in a court of law of a violation of this chapter will also be subject to the administrative penalty process for subsequent violations of this chapter.
(e) Individual building sites requiring a federal or state NPDES permit will be subject to the administrative penalty process.
(f) Subdivision developers in subdivisions not requiring a federal or state NPDES permit will be subject to the criminal penalty and stop work order processes; however, any owner or contractor of such sites deemed guilty in a court of law of a violation of this chapter will also be subject to the administrative penalty process for subsequent violations of this chapter.
(g) Subdivision developers of subdivisions requiring a federal or state NPDES permit will be subject to the administrative penalty process.
(h) City contractors and utility companies working on projects not requiring a federal or state NPDES permit will be subject to the criminal penalty process.
(i) City contractors and utility companies working on projects requiring federal or state NPDES permit will be subject to the administrative penalty process.
Any violator that is subjected to the administrative penalty or stop work order processes may request an administrative hearing and appeal as follows:
(a) Any party affected by a penalty, order, directive or determination issued or made, pursuant to this chapter may, within seven days of the issuance of such penalty, order, directive, or determination request a hearing before the Director to show cause why such should be modified or made to not apply to such person. Such request shall be in writing and addressed to the Haysville City Clerk, 200 W. Grand, Haysville, Kansas, 67060. The Director or his designee shall hold the requested hearing as soon as practical after receiving the request, at which time the person affected shall have an opportunity to be heard. At the conclusion of the hearing, the Director shall issue a written response to the person requesting the hearing affirming, modifying, or rescinding the penalty, order, directive, or determination issued or made.
(b) Any party aggrieved by the decision of the Director may appeal such decision to the Governing Body within seven days of receipt of the decision by filing notice of appeal with the City Clerk. The Governing Body may affirm, modify, or reverse the decision of the Director. Any appeal of the Governing Body’s decision shall be as provided by state law.
(c) Any hearing or appeal as described in this section to either the Director or Governing Body shall not be required to conform to the rules of a judicial hearing, shall be deemed an administrative hearing or appeal, and shall allow the aggrieved party an opportunity to explain his/her position. A reasonable time limit may be set upon such hearing.
The following personnel employed by the city shall have the power to issue notices of violations, criminal citations and implement other enforcement actions under this chapter:
(a) The Director and his/her designees;
(b) All authorized code enforcement officers.
Notwithstanding any other remedies or procedures available to the city, if any person discharges into the MS4 in a manner that is contrary to the provisions of this chapter, or any NPDES permit or order issued hereunder, the city attorney may commence an action for appropriate legal and equitable relief including damages and costs in the district court of Sedgwick County. The city attorney may seek a preliminary or permanent injunction or both which restrains or compels the activities on the part of the discharger.
Any person who knowingly makes false statements, representation or certification in any application, record, report, plan or other document filed or required to be maintained pursuant to this chapter or any NPDES permit, or who falsifies, or tampers with any monitoring device or method required under this chapter shall, upon conviction in the City’s municipal court, be found guilty of a Class A misdemeanor, punished by a fine of not more than two thousand five hundred dollars or by imprisonment for not more than one year, or by both such fine and imprisonment.
(a) Performance Bonds. Where necessary for the reasonable implementation of this chapter, the Director may, by written notice, order any owner of a source of stormwater discharge associated with construction or industrial activity affected by this chapter to file a satisfactory bond, payable to the city, in a sum not to exceed a value determined by the Director to be necessary to achieve consistent compliance with this chapter. The city may deny approval of any building permit, grading permit, subdivision plat, site development plan, or any other city permit or approval necessary to commence or continue construction or industrial activity at the site, or to assume occupancy, until such a performance bond has been filed.
(b) Liability Insurance. Where necessary for the reasonable implementation of this chapter, the Director may, by written notice, order any owner of a source of stormwater discharge associated with construction or industrial activity affected by this chapter to submit proof that it has obtained liability insurance, or other financial assurance, in an amount not to exceed a value reasonably determined by the Director, that is sufficient to remediate, restore, and abate any damage to the MS4, the waters of the United States, or any other aspect of the environment that is caused by the discharge.
No development shall increase the quantity and rates of stormwater emanating from said land areas except in accordance with an approved stormwater management plan as provided in these regulations. The stormwater management plan shall be prepared by a licensed professional engineer in the state. No building permits shall be issued prior to the approval of the stormwater management plan by the Director. The definitions utilized under 15801 et seq. shall be utilized within this portion of the Haysville Municipal Code.
(a) A preliminary stormwater management plan shall accompany all preliminary applications for land development. This preliminary plan shall contain but not be limited to the following information and data:
(1) A site plan of suitable scale and contour interval showing topographical information of the land to be developed and adjoining land whose topography may affect the proposed layout or drainage patterns for the development. A general plan of final contours of the site development shall also be shown as shall all existing streams, waterways, channels and the extent of the established floodplains;
(2) The location and calculated flow rates of all adjacent storm drainage facilities;
(3) A general discussion of the type and characteristics of soils contained in the development area;
(4) A discussion of the concepts to be considered in the development to handle anticipated stormwater runoff including the methods to be utilized to detain or control increased stormwater runoff generated by the proposed development;
(5) A preliminary plan of proposed storm drainage facilities including preliminary calculations of runoff to be handled by such facilities;
(6) A discussion of the possible effects that the proposed development could have on areas adjoining the development.
(b) Following the receipt of the preliminary stormwater management plan, a general review meeting shall be conducted and shall include the Director and representatives of the developer and the developer’s engineer. The City Engineer and City Planner may be included at the discretion of the Director. The purpose of this review shall be to jointly agree on the conceptual methods proposed to be utilized and the possible effects of the proposed development on existing or future adjacent developments.
(a) Following the review of the preliminary stormwater management plan and after the general approval of the preliminary plan by the Director, a final stormwater management plan shall be prepared for each phase of the proposed project as each phase is developed. The submittal of the final plan shall coincide with the application for final approval of the development and shall constitute a refinement of the concepts approved in the preliminary plan. It is important to note that if a project is to be phased, the total area of the conceptual project is to be considered in all calculations and that facilities should be designed for each phase which would be compatible with those of the total development plan. The final stormwater management plan for any development shall include but not be limited to the following additional information unless specifically allowed to be excluded by the Director:
(1) A topographic map of the project site and adjacent areas, of suitable scale and contour interval, which shall define the location of streams, the extent of floodplains and calculated high-water elevations, the shoreline of lakes, ponds, swamps, and detention basins including their inflow and outflow structures, if any;
(2) The location and flowline elevation of all existing sanitary and storm sewers, and the location of any existing sewage treatment facilities, which fall within the project limits and within a distance of five hundred feet beyond the exterior boundaries of the project;
(3) Detailed determination of runoff anticipated for the entire project site following development indicating design volumes and rates of proposed runoff for each portion of the watershed tributary to the storm drainage system, the calculations used to determine said runoff volumes and rates and review of the criteria which has been used by the design engineer;
(4) A layout of the proposed stormwater management system including the location and size of all drainage structures, storm sewers, channels and channel sections, detention basins, and analyses regarding the effect said improvements will have upon the receiving channel and its high-water elevation;
(5) The slope, type, size, and flow calculations for all existing and proposed storm sewers and other waterways;
(6) For all detention basins, if any, plot or tabulation of storage volumes with corresponding water surface elevations and of the basin outflow rates for those water surface elevations;
(7) For all detention basins, if utilized, design hydrographs of inflow and outflow for the differential runoff from the site under proposed development conditions;
(8) A grading and sediment and erosion control plan for the project site;
(9) A profile and one or more cross-sections of all existing and proposed channels or other open drainage facilities, showing existing conditions and the proposed changes thereto, together with the high-water elevations expected from stormwater runoff under the controlled conditions called for by these regulations and the relationship of structures, streets, and other utilities to such channels.
(b) The final stormwater management plan shall be reviewed by the Director. If it is determined according to present engineering practice that the proposed development will provide control of stormwater runoff in accordance with the purposes, design criteria and performance standards of these regulations and will not be detrimental to the public health, safety, and general welfare, the Director shall approve the plan or conditionally approve the plan, setting forth the conditions thereof. If approved, a drainage permit for the development shall be granted. If it is determined that the proposed development will not control stormwater runoff in accordance with these regulations the Director shall disapprove the stormwater management plan. If disapproved, the application and data shall be returned to the applicant for corrective action and resubmittal.
Unless otherwise approved, the following rules shall govern the design of improvements with respect to managing stormwater runoff:
(a) Methods Of Determining Stormwater Runoff. In determining the amount of stormwater runoff from a development, it is important for the designer to relate the methodology to be used in his calculations to the proportionate size of the tributary watershed area. Approved methods of determining stormwater runoff shall be contained in the Storm Water Manual. Use of methods other than those described in the Stormwater Manual shall be only upon approval of the Director.
(b) Development Design. Streets, blocks, depth of lots, parks, and other public grounds shall be located and laid out in such a manner as to minimize the velocity of overland flow and allow maximum opportunity for infiltration of stormwater into the ground, and to preserve and utilize existing and planned streams, channels and detention basins, and include, whenever possible, streams and floodplains within parks and other public grounds.
(c) Enclosed Systems And Open Channels. The Design Criteria for Storm Drainage Facilities, latest edition, of the city, which by reference is made a part hereof as though repeated verbatim in this article, shall govern the design of enclosed systems and open channels within the city.
(d) Methods Of Controlling Downstream Flooding. The Director shall determine whether the proposed plan will cause or increase downstream local flooding conditions. This determination shall be made on the basis of existing downstream development and drainage system capabilities and an analysis of stormwater runoff prior to and after the proposed development. If the Director determines that the proposed development will cause or increase downstream local flooding conditions during the design storm, provisions to minimize such flooding conditions shall be included in the design of storm drainage improvements and/or the temporary controlled detention of stormwater runoff and its regulated discharge to the downstream storm drainage system.
(e) Downstream Improvements. Improvements to minimize downstream flooding conditions may include, but not be limited to, the construction of dams, dikes, levees, and floodwalls; culvert enlargements; and channel clearance and modification projects.
(f) Detention Basins. Temporary detention of stormwater runoff may be used in developments in order to minimize downstream flooding conditions. Generally, stormwater detention basins shall be designed and constructed for the attenuation of the peak rate of runoff to an amount not greater than that occurring prior to development. Temporary storage facilities will not be required in situations where the installation of such a facility would adversely affect the environment or where the site discharges directly into a major stream or system component. The design of temporary detention facilities shall be in accordance with the following design criteria:
(1) Storage volume requirements: Sufficient storage volume shall be provided to prevent local flooding damage. Such volume shall be adequate to contain the differential volume of runoff which would result from the design storm occurring on a fully developed site over the maximum allowable release rate. Inflow rates into the storage basin shall be determined utilizing either the rational method or the unit hydrograph method dependent on the development size limitations and methodologies described in subsection (1) of this section. The minimum rainfall event to be utilized in determining the detention storage volume shall be based upon the planned land usage and intensity within the tributary area and shall be as follows:
(A) Residential development, ten-year rainfall event.
(B) Commercial and industrial, twenty-five-year rainfall event.
(2) Minimum rainfall events shall be based upon the twenty-four-hour point rainfall as indicated in Technical Paper No. 40 published by the Department of Commerce, Weather Bureau.
(3) In the event of special circumstances the Director may require the use of storms of greater magnitude. When utilizing the rational method for runoff computations the rainfall intensity (i) and runoff coefficient (c) shall be based upon the area being fully developed in accordance with the planned land usage.
(4) Associated with the analysis will be the routing of the storm hydrograph through the basin to determine the effect of the temporary storage on the rate of inflow.
(5) As a result of the flood routing procedure, a determination of the required combination to temporary storage volume and outlet control required to reduce post development peak outflows to no more than the maximum allowable release rate may be made.
(g) Maximum allowable release rate: The basic design factor used in the determination of the maximum release rate of a detention facility shall be the capability of the downstream system to handle the flow adequately. In general, the maximum release rate shall be defined as the rate of runoff occurring prior to the proposed development taking place and shall be determined mathematically as the runoff resulting from a ten-year return-frequency rainfall calculated using the rational formula. Deviations from the use of this rainfall frequency in design calculations shall be only where approved by the Director. Actual rainfall intensity (i) shall be determined for the time of concentration of the tributary area in its undeveloped and natural state. The runoff coefficient (c) shall likewise be determined for the land in its undeveloped state. In no case shall the release rate exceed the existing “safe” storm drainage capacity of the downstream system or watercourse.
(h) Freeboard: The minimum elevation of the top of the detention storage basin embankment shall be at least one foot above the water surface with the emergency spillway flowing at design, or a minimum of two feet above the crest of the emergency spillway.
(i) Sediment storage: A sediment storage volume of at least five percent of the total required temporary storage volume for runoff detention shall be provided.
(j) Outlet control works: Outlet works shall not include any mechanical components or devices and shall function without requiring attendance or control during operation. Size and hydraulic characteristics shall be such that all water in detention storage is released to the downstream storm sewer system within twenty-four hours after the end of the design rainfall.
(k) Emergency overflow: A method of emergency overflow shall be designed and provided to permit the safe passage of runoff generated from a one-hundred-year storm.
(l) Other design considerations: All stormwater detention basins shall be designed with the capability of passing a one-hundred-year hydrograph from a fully developed watershed basin through the outlet works without causing failure of the embankment. It is not the intent of this requirement to entail any additional reduction of the peak runoff rate, but to assure the integrity and safety of the structure.
(m) Design data submittal: In addition to complete plans, the following design data shall be submitted to the Director for all projects including temporary detention facilities:
(1) Rainfall hydrograph plotted in units of inches per hour as ordinates, and time from beginning of the storm as abscissas;
(2) Runoff hydrograph plotted in units of cubic feet per second runoff rate of the tributary area as ordinates, and time from the start of runoff as abscissas;
(3) Area: capacity curve for proposed detention facility plotted in units of datum elevation as ordinates, and cumulative volume of storage as abscissas;
(4) Discharge characteristics curve or outlet works plotted in units of detention facility water surface elevation as ordinates, and discharge rate for cubic feet per second (cfs) as abscissas; as ordinates, and time from the start of runoff as abscissas. Curves shall be so arranged that the vertical distance between the accumulated storage and accumulated discharge will indicate the net volume in storage at any point in time. Curves shall be extended to the time required for complete discharge of all runoff stored in the detention facility.
(n) Other detention methods: In addition to the above criteria, the following detention methods may be utilized to provide temporary detention storage:
(1) Wet-bottom basins: The minimum normal depth of water before the introduction of excess stormwater shall be four feet. If fish are to be used to keep the basin clean, at least one quarter of the area of the permanent pool must have a minimum depth of ten feet. For emptying purposes, cleaning or shoreline maintenance, facilities shall be provided or plans prepared for the use of auxiliary equipment to permit emptying and drainage. All surface area within the fluctuating limits of the basin storage or that which is susceptible to or designed as overflow areas from storms with a higher return frequency than those utilized in the design of the facility shall be seeded and mulched, sodded or paved.
(2) Dry-bottom basins: Where possible these shall be designed to serve secondary purposes for recreation, open space or other types of use which will not be adversely affected by occasional or intermittent flooding. To facilitate interior drainage, concrete paved swales shall be required from the inflow to the outlet structures.
(3) Rooftop storage: Detention storage may be met in total or in part by detention on roofs. Details of such designs, which shall be included in the drainage permit applications, shall include the depth and volume of storage, details of outlet devices and downdrains, elevations of overflow scuppers, design loadings for the roof structure and emergency overflow provisions.
(4) Paved parking lots: May be designed to provide temporary storage of stormwater on all or a portion of their surfaces to a maximum depth of nine inches. Outlets will be designed so as to empty the stored waters in such a time to create the least amount of inconvenience to the public. Minimum slopes of one percent and maximum slopes of four percent are to be utilized. The minimum freeboard from the maximum water ponding elevation to lowest sill elevation of adjacent buildings or structures shall be one foot.
(Ord. 1125)
(a) Stormwater Channel Location. Generally acceptable locations of stormwater runoff channels in the design of a subdivision may include but not be limited to the following:
(1) In a depressed median of a double roadway, street, or parkway provided the median is wide enough to permit maximum three-to-one side slopes;
(2) Centered on back lot lines or entirely within the rear yards of a single row of lots or parcels;
(3) In each of the foregoing cases, a drainage easement to facilitate maintenance and design flow shall be provided and shown on the plat. No structures will be allowed to be constructed within or across stormwater channels.
(b) Storm Sewer Outfall. The storm sewer outfall shall be designed so as to provide adequate protection against downstream erosion and scouring.
(c) Lot Lines. Whenever the plans call for the passage and/or storage of floodwater, surface runoff, or stormwater along lot lines, the grading of all such lots shall be prescribed and established for the passage and/or storage of waters. No structure may be erected in these areas which will obstruct the flow of stormwater. Additionally, installation of fences and the planting of shrubbery or trees within the areas will not be permitted. Changes in the grade and contours of the floodwater or stormwater runoff channels will not be permitted unless approved in writing by the Director.
(d) Manholes. All sanitary sewer manholes constructed in a floodplain or in an area designed for the storage or passage of flood-water or stormwater shall be provided with either a watertight manhole cover or be constructed with a rim elevation of one (1) foot above the high water elevation of the design storm, whichever is applicable to the specific area.
(e) Easements. Permanent easements for the detention and conveyance of stormwater, including easements of access to structures and facilities, shall be dedicated to the city.
(f) Drainage Permits. A drainage permit for projects including detention facilities can be granted by the Director only after the final stormwater management plan has been approved and all easements have been dedicated, accepted, and recorded, and all required maintenance assurances and required bonds have been executed.
(a) Prior to the approval and recording of the final subdivision or land development plan, a plan depicting proposed site grading within the development shall be submitted to the Director for review and approval.
(b) Stripping of vegetation or earthmoving shall not be permitted nor will building permits be issued prior to approval of this plan by the Director.
(c) For major subdivision developments consisting of more than ten lots, the grading plan shall be accompanied by a detailed sedimentation and erosion control plan.
The grading plan shall be prepared by a licensed professional engineer in the state. The contents of the plan shall include but not be limited to the following information:
(a) Contours of existing grades at intervals not more than five feet. Intervals less than five feet may be required dependent on the character of the topography;
(b) Property lines identified as to existing or proposed lot and block number;
(c) Elevation and location of nearest benchmark (U.S.G.S. datum);
(d) Final grading contours drawn at sufficient intervals of not more than five feet to depict major subdivision drainage patterns. In addition, final grading spot elevations shall be shown for all corners of each lot. Such corner elevations shall be general in nature and upon approval of the Director may be revised at the time of plot plan submittal;
(e) One-hundred-year floodplain line with elevation;
(f) Easement and right-of-way information including drainage easements required for off-site drainage ways;
(g) Existing or proposed utility information.
Applications for individual building permits shall be accompanied by a specific grading plan for that lot. Such grading plan shall be incorporated into the plot plan and shall contain as a minimum, the following information:
(a) Property lines identified as to existing or proposed lot and block number, and/or proposed or assigned street address with distances to property Lines, building setback lines, easements;
(b) Proposed location of structure;
(c) Proposed type of structure (i.e. bi-level, split-level, etc.,);
(d) Elevations of the top of foundation, proposed grade at principal structure corners and at lot corners, flowline of adjacent gutters, elevations of culverts, inlets, if applicable, and lowest opening “minimum pad elevation”, if applicable;
(e) Approximate location of drainage swales indicated by directional arrows depicting flow patterns. Spot elevations may be utilized in lieu of arrows. Additional information may be required by the Director to assure protection of adjacent property.
(a) The following minimum criteria for site grading shall apply to all applications for site grading:
(1) Protective slopes around structures:
(A) Downward slope from structure foundations to drainage swales,
(B) Minimum gradients:
(i) Impervious surfaces shall be one-eighth inch per foot (one percent),
(ii) Pervious surfaces shall be one-fourth inch per foot (two percent),
(C) Maximum gradient shall be four horizontal to one vertical for a minimum four feet from foundation walls;
(2) Lawn areas:
(A) Minimum gradient shall be one-eighth inch per foot (one percent),
(B) Maximum gradient shall not be greater than three horizontal to one vertical;
(3) Driveways sloping toward buildings shall be graded in such a manner as to provide an intercepting swale draining away from the structure prior to its connection with the building.
(b) In specific cases the use of gradients less than or greater than those specified may be required. Variance from these requirements may be allowed where justified and approved by the Director.
In major developments, or as specifically required by the Director, a detailed sediment and erosion control plan shall accompany all grading plan applications. The implementation of the approved plan shall be concurrent with site grading activities for the proposed development and shall remain in effect until the completion of the subdivision or development. The plan submitted shall address the type and characteristics of the soils within the development and an indication shall be made of the potential erodibility of the site during construction operations. Methods to prevent sedimentation and erosion of the site shall include, but not be limited to, chemical treatment of the soil, siltation basins, mulches and netting. Protective measures proposed to be utilized should be dependent upon the degree of erodibility of the site.
Any person aggrieved by a decision of this chapter shall have the right to appeal in the manner set forth in Haysville Municipal Code 15-812.
The violation of any provision of this Code is a misdemeanor, enforceable under any of the provisions of Haysville Municipal Code 15-810, and any person, firm, association, partnership or corporation convicted thereof shall be punished by a fine not to exceed Five Hundred Dollars ($500.00); and the city shall further have the authority to maintain suits or actions in any court of competent jurisdiction for the purpose of enforcing any provisions of this code and to abate nuisances maintained in violation thereof; and in addition to other remedies, institute injunction, mandamus, or other appropriate action or proceeding to prevent such unlawful erection, construction, reconstruction, alteration, conversion, maintenance, or use, or to correct or abate such violation, or to prevent the occupancy of the building, structure, or land. Each day any violation of this Code shall continue shall constitute a separate offense.