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City of Osage Beach, MO
Camden County
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Table of Contents
Table of Contents
[R.O. 2006 §710.280; Code 1975 §§62.300, 62.350; CC 1985 §25-96]
A. 
No person shall connect roof, foundation, areaway, parking lot, roadway, or other surface runoff or ground water drains to any sewer, which is connected to a wastewater treatment facility unless the superintendent authorizes such connection in writing. Except as provided in this Section, roof, foundation, areaway, parking lot, roadway, or other surface runoff or ground water drains shall discharge to natural outlets or storm sewers.
B. 
All discharges of stormwater, surface water, ground water, roof runoff, subsurface drainage, or other waters not intended to be treated in the treatment facility shall be made to storm sewers or natural outlets designed for such discharges, except as authorized under Section 710.150. Any connection, drain, or arrangement, which will permit any such waters to enter any other wastewater sewer, shall be deemed to be a violation of this Section and this Article.
[R.O. 2006 §710.290; Code 1975 §62.360; CC 1985 §25-97; Ord. No. 20.33, 6-18-2020]
A. 
No person shall discharge or cause to be discharged to any of the City's wastewater facilities, system or any natural outlet any substances, materials, waters, or wastes in such quantities or concentrations which:
1. 
Create a fire or explosion hazard, including, but not limited to, gasoline, benzene, naphtha, fuel oil, or other flammable or explosive liquid, solid, or gas.
2. 
Cause corrosive damage or hazard to structures, equipment, or personnel of the wastewater facilities, but in no case discharges with the following properties:
a. 
A pH lower than 5.0 or greater than 10.0 for more than ten percent (10%) of the time in a twenty-four-hour period.
b. 
A pH lower than 3.5 or greater than 12.0 for any period exceeding fifteen (15) minutes.
These requirements may be modified for facilities designed to accommodate greater ranges.
3. 
Cause obstruction to the flow in sewers, or other interference with the operation of wastewater facilities due to accumulation of solid or viscous materials.
4. 
Constitute a rate of discharge or substantial deviation from normal rates of discharge, (slug discharge), sufficient to cause interference in the operation and performance of the wastewater facilities.
5. 
Contain heat in amounts which will accelerate the biodegradation of wastes, causing the formation of excessive amounts of hydrogen sulfide in the wastewater sewer or inhibit biological activity in the wastewater treatment facilities, but in no case shall the discharge of heat cause the temperature in the City wastewater sewer to exceed fifty-eight degrees Celsius (58° C.) [one hundred fifty degrees Fahrenheit (150° F.)] or the temperature of the influent to the treatment facilities to exceed forty degrees Celsius (40° C.) [one hundred four degrees Fahrenheit (104° F.)] unless the facilities can accommodate such heat.
6. 
Contains more than one hundred (100) milligrams per liter of nonbiodegradable oils or mineral or petroleum origin.
7. 
Contain floatable oils, fat, or grease.
8. 
Contain noxious, malodorous gas or substance, which is present in quantities that create a public nuisance or a hazard to life.
9. 
Contain radioactive wastes in harmful quantities as defined by applicable State and Federal regulations.
10. 
Contain any garbage that has not been properly shredded.
11. 
Contain any odor- or color-producing substances exceeding concentration limits which may be established by the superintendent for the purposes of meeting the City's NPDES permit.
12. 
Contain any hazardous or toxic metal, waste or substance in any form or quantity as defined by Federal law, rules, regulations and guidelines.
13. 
Contain fats, wax, grease or oils, whether emulsified or not, in excess of one hundred (100) milligrams per liter (mg/l) or containing substances which may solidify or become viscous at temperatures between thirty-two degrees and one hundred fifty degrees Fahrenheit (32° and 150° F.) or zero degrees and sixty-five degrees Celsius (0° and 65° C.).
14. 
Contains substances which are not amenable to treatment or reduction by the sewage treatment processes employed, or substances that are amenable to treatment only to such degree that the sewage treatment plant effluent cannot meet the requirements of the other agencies having jurisdiction over the discharge to the receiving waters.
[Ord. No. 20.33, 6-18-2020]
A. 
If any waters or wastes are discharged or are proposed to be discharged to the public sewers which waters containing the substances or possess the characteristics enumerated in Section 710.280 of this Article and which in the judgment of the Building Official and/or Public Works Director may have a deleterious effect upon the sewage works, processes, equipment, or receiving waters or which otherwise create a hazard to life to constitute a public nuisance, the Building Official and/or Public Works Director may:
1. 
Reject the wastes;
2. 
Require pretreatment to an acceptable condition for discharge to the public sewers;
3. 
Require control over the quantities and rates of discharge, and/or
4. 
Require payment to cover the added cost of handling and treating the wastes not covered by existing taxes or sewer charges.
[R.O. 2006 §710.300; Code 1975 §62.400; CC 1985 §25-98]
A. 
All Class III dischargers shall file with the City wastewater information deemed necessary by the superintendent for determination of compliance with this Chapter, the City's NPDES permit conditions, and State and Federal law. Such information shall be provided by completion of a questionnaire designed and supplied by the superintendent and by supplements thereto as may be necessary. Information requested in the questionnaire and designated by the discharger as confidential is subject to the conditions of confidentiality as set out in Subsection (C) below.
B. 
Where a person owns, operates or occupies properties designated as a Class III discharger at more than one (1) location, separate information submittals shall be made for each location as may be required by the superintendent.
C. 
The superintendent shall implement measures to ensure the confidentiality of information provided by a Class III discharger pursuant to this Article. In no event shall the superintendent delegate this responsibility or disclose any claimed confidential information to any person without prior notice in writing to the owner and without providing the owner with the opportunity to protect such confidential information, including the right to seek judicial relief.
[R.O. 2006 §710.310; Code 1975 §62.410; CC 1985 §25-99]
A. 
When required by the superintendent, the owner of any property serviced by a building sewer carrying wastewater discharges, any class, shall provide suitable access and such necessary meters and other appurtenances in the building sewer to facilitate observation, sampling, and measurement of the wastewater. Such access shall be in a readily and safely accessible location and shall be provided in accordance with plans approved by the superintendent. The access shall be provided and maintained at the owner's expense so as to be safe and accessible at reasonable times.
B. 
The superintendent shall consider such factors as the volume and strength of discharge, rate of discharge, quantities of toxic materials in the discharge, wastewater treatment facility removal capabilities, and cost effectiveness in determining whether or not access and equipment for monitoring Class III wastewater discharges shall be required.
C. 
Where the superintendent determines access and equipment for monitoring or measuring wastewater discharges is not practicable, reliable, or cost effective, the superintendent may specify alternative methods of determining the characteristics of the wastewater's discharge which will, in the superintendent's judgment, provide an equitable measurement of such characteristics.
[R.O. 2006 §710.320; Code 1975 §62.420; CC 1985 §25-100]
A. 
Measurements, tests, and analyses of the characteristics of wastewater to which reference is made in this Chapter shall be determined in accordance with Standard Methods or such alternate methods approved by the superintendent and which comply with State and Federal law. Sampling methods, locations, times, durations, and frequencies are to be determined on an individual basis subject to approval by the superintendent. The discharger shall have the option to use, at his/her own expense, more complete sampling methods, locations, times, durations, and frequencies than specified by the superintendent.
B. 
A qualified laboratory approved by the City shall perform measurements, tests, and analyses of the characteristics of wastewater required by this Article. When such analyses are required of a discharger, the discharger may, in lieu of using the City's laboratory, make arrangement with any qualified lab, including that of the discharger, to perform such analysis, with permission of the City.
C. 
Monitoring of wastewater characteristics necessary for determination of compliance with applicable pretreatment standards shall be conducted on the basis of the following schedule, unless more frequent monitoring is required by authority other than this Article, or if the superintendent, in his/her judgment, determines that the characteristics of the specific discharge warrant a different frequency monitoring:
Average Actual Day User Discharge:
Less than 100,000 gpd
100,000-999,999 gpd
More than 999,999 gpd
Monitoring Frequency:
Semi-annually, quarterly, monthly, weekly
D. 
Monitoring of wastewater characteristics for any purpose other than the determination of compliance with pretreatment standards shall be conducted on a frequency deemed necessary by the superintendent.
E. 
Upon demonstration by any person that the characteristics of the wastewater discharged by that person are consistent, the superintendent may reduce the frequency as may be required by authority other than this Chapter, except in no case shall the frequency of monitoring be less than semi-annual for the determination of compliance with pretreatment standards.
F. 
In determining the discharge characteristic factors such as continuous or batch operation, and seasonal operation and the information requirements of other provisions of this Chapter shall be considered by the superintendent. The superintendent may obtain wastewater samples as required to verify the consistency of discharge characteristics.
G. 
Fees for any given measurement, test, or analysis of wastewater required by this Chapter and performed by the City shall be the same for all classes of dischargers, regardless of the quantity or quality of the discharge and shall reflect only direct cost and shall be paid by the owner or occupant of the origin of discharge. Costs of analysis performed by an independent laboratory at the option of discharger shall be borne directly by the discharger.
[R.O. 2006 §710.330; Code 1975 §62.430; CC 1985 §25-101]
If the drainage or discharge from any establishment causes a deposit, obstruction, or damage to any of the City's wastewater facilities or damage to any watershed, stream or ground water, or has a deteriorating effect on the Lake of the Ozarks, the superintendent shall cause the deposit or obstruction to be promptly removed or cause the damage to be promptly repaired. The cost for such work, including materials, labor, and supervision shall be borne by the person causing such deposit, obstruction or damage.
[R.O. 2006 §710.340; Code 1975 §62.380; CC 1985 §25-102]
Nothing in this Chapter shall be construed as preventing any special agreement or arrangements between the City and any user of the wastewater facilities whereby wastewater of unusual strength or character is accepted into the system and specially treated subject to any payments or user charges as may be applicable.