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(a) Where a public sanitary or combined sewer is not available under the provisions of Section 912.02(e), the building sewer shall be connected to a private sewage disposal system complying with the provisions of this section.
(b) Before commencement of construction of a private sewage disposal system, the owner shall first obtain a written permit signed by the City Health Department. The application for such permit shall be made on a form furnished by the City, which the applicant shall supplement by any plans, specifications and other information as deemed necessary by the City Health Department. A permit fee of one hundred dollars ($100.00) shall be paid to the City at the time application is filed. A layout fee of fifty dollars ($50.00) shall be paid at the time of inspection.
(c) A permit for a private sewage disposal system shall not become effective until the installation is completed to the satisfaction of the City Health Department . The Director or his/her designee shall be allowed to inspect the work at any stage of construction and, in any event, the applicant for the permit shall notify the City Health Department when the work is ready for final inspection, and before any underground portions are covered. The inspection shall be made within seventy-two hours of the receipt of notice by the City Health Department
(d) The type, capacities, location, and layout of a private sewage disposal system shall be approved and shall comply with all recommendations of the City Department of Health. No septic tank or cesspool shall be permitted to discharge to any natural outlet.
(e) At such time as a public sewer becomes available to a property served by the private sewage disposal system, as provided in Section 912.02(e) hereof, a direct connection from the user side of the septic tank shall be made to the public sewer in compliance with this chapter within ninety days, and any septic tanks, cesspools, and similar private sewage disposal facilities shall be cleaned of sludge, demolished, and filled with clean bank-run gravel or dirt, as approved by the City Health Department.
(f) The owner shall operate and maintain the private sewage disposal facilities in a sanitary manner at all times, at no expense to the City.
(g) No statement contained in this section shall be construed to interfere with any additional requirements that may be imposed by the City, County, or State health office with legal jurisdiction.
(h) Where subdivisions were platted prior to the effective date of all City ordinances prescribing lot size for sewage disposal systems, such subdivisions with lot sizes smaller than those required by present ordinances shall be approved for septic tank and sewage disposal systems under ordinances or rules and regulations of the Health Department, in effect at the time such subdivisions were platted.
(Ord. 52-97. Passed 8-11-97.)
(Ord. 52-97. Passed 8-11-97.)
(a) All persons making a connection to the sanitary sewerage collecting system or altering or changing the use of the land served where there is an existing connection as contemplated hereinafter, shall pay to the City, in addition to the inspection fee, the following fees:
(1) For single dwelling units for which a sewer permit is needed, the charge shall be twenty-five dollars ($25.00).
(2) For multiple family dwelling structures for which a sewer permit is needed, the charge shall be fifty dollars ($50.00) for the first unit, and ten dollars ($10.00) for every unit thereafter.
(3) For any structure intended partially or wholly for commercial purposes, for which a sewer permit is needed, the charge shall be fifty dollars ($50.00) for the first commercial unit proposed for the structure plus fifty dollars ($50.00) per unit for each additional unit proposed. Dwelling units in commercial structures (such as apartments over a store) shall be charged as in subsection (a)(2) hereof. Commercial is defined as an establishment whose principal activity is to provide merchandise or services to those who need them. A commercial unit shall consist of a structure or part thereof having 15,000 square feet or less.
(4) For any structure intended partially or wholly for industrial purposes for which a sewer permit is needed, the charge shall be fifty dollars ($50.00) for each industrial unit proposed for the structure. Commercial units in industrial structures will be charged as in subsection (a)(3) hereof. Industry is defined as any activity where materials are received, are altered by one or more internal operations and then dispatched in the altered form. An industrial unit shall consist of a structure or part thereof having 40,000 square feet or less.
(5) All municipal, county, state, and federal activities shall be classed as commercial providing services.
(6) All churches, schools, hospitals, nursing and rest homes and other service organizations, shall be classed as commercial providing services.
(7) Regardless of the fees herein before mentioned, it is provided that a charge of one hundred dollars ($100.00) shall be made for a permit to tap into a trunk or interceptor sewer. All fees herein before mentioned are for main lines.
(b) In all cases, the owner or his agent shall make application on a special permit form furnished by the City. The permit application shall be supplemented by any plans, specification or other information considered pertinent in the judgment of the City Engineer. The City Engineer shall administer the collection of this fee, and he is hereby granted authority as may be necessary to collect the same, including the right to withhold issuance of a permit until plans are approved and until such fee is paid.
(c) All tapping and inspection fees shall be credited to a separate fund called "The Sanitary Sewer Improvement and Extension Fund".
(d) All costs and expenses incident to the installation and connection of the building sewer shall be borne by the owner. The owner or the person installing the building sewer for such owner shall indemnify the City from any loss or damage that may directly or indirectly be occasioned by such installation.
(e) (1) A separate and independent sewer lateral shall be provided for every building, except where one building stands at the rear of another on an interior lot and no private sewer is available or can be constructed to the rear building through an adjoining alley, court, yard or driveway, the sewer lateral from the front building may be extended to the rear building and the whole considered as one sewer lateral. In these cases, the tapping fee appropriate to the building being served shall be paid the same as though the sewer was being connected directly to the main sewer system.
(2) Old sewer laterals may be used in connection with new buildings only when they are found, on examination and test by the City Engineer, to meet all requirements of this chapter, including the payment of an inspection fee. The charge for the examination and test by the City Engineer shall be fifty dollars ($50.00) regardless of the result of the inspection.
(f) The size and slope of the building sewer shall be subject to the approval of the Superintendent, but in no event shall the diameter be less than six inches for all uses. The slope of such pipe shall be not less than one percent (1%) or of sufficient slope to maintain a two feet per second velocity in the sewer.
(g) No building sewer shall be laid parallel to or within three feet of any bearing wall, which might thereby be weakened. The depth shall be sufficient to afford protection from frost. The building sewer shall be laid at a uniform grade and in straight alignment in so far as possible. Changes in direction shall be made only with properly curved pipes and fittings.
(h) Whenever possible, the sewer lateral shall be brought to the building at an elevation below the basement floor. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such building drain shall be lifted by a means approved by the City Engineer and discharged to the sewer lateral. No water operated sewage ejector shall be used.
(i) No person shall make connection of roof downspouts, foundation drains, areaway drains or other sources of surface runoff or ground water to a sewer lateral or building drain which in turn is connected directly or indirectly to a public sanitary sewer.
(j) All connections of sewer laterals to sanitary sewer mains of less than fifteen inches diameter shall be done in the following manner: the complete joint where the connection is to be made shall be removed and replaced with a "Y” for such connections. In pipes fifteen inches and over, an opening may be cut into the pipe and a short hub installed in this opening. This hub shall be protected with either cement mortar or concrete of proper mixture.
(k) The applicant for the lateral sewer permit shall notify the City Engineer when the lateral sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of the City Engineer or his representative.
(1) All excavations for lateral sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Street, sidewalks, parkways and other public property disturbed in the course of the work shall be restored in a manner approved by the City Engineer.
(m) The materials for building sewers (laterals) shall be as listed herein. Any reference to any standard shall mean the latest revision of that standard.
(1) Pipe.
A. Vitrified clay pipe, extra strength meeting the standards of ASTM-C700.
B. Type PSM Poly (Vinyl Chloride) PVC sewer pipe meeting the standards of ASTM D3034 SDR 35.
(2) Joints.
A. All joints in vitrified clay pipe shall be made with ASTM C 425 type joints. Joints between clay pipe and pipe of other materials shall be made with approved adapter fittings or prefabricated elastomeric sealing rings or sleeves.
B. All joints in PVC pipe shall be made with either molded rubber, elastomeric gasketed or rubber-ring type meeting standards of ASTM D3034. Solvent cement joints shall not be permitted.
C. Repair joints shall be made using rubber transitional couplings with stainless steel adjustable bands at both ends when installing a "Y" branch fitting or making a repair to all sanitary sewer mains and laterals.
(n) All excavations required for the installation of a building sewer shall be open trench work unless otherwise approved by the City Engineer. Pipe laying and backfill shall be performed in accordance with ASTM specifications except that no backfill shall be placed until the work has been inspected by the City Engineer or his representative.
(o) No unauthorized person shall uncover, make any connections with or opening into, use, alter or disturb any public sewer or appurtenances thereof or install any building sewer (lateral) without first obtaining a written permit from the City Engineer. Before a permit may be issued for a building sewer in any public street, way or alley, or private property, the person applying for such permit shall have executed unto the City and deposited with the Service Safety Director a corporate surety in the sum of two thousand dollars ($2,000) conditioned that he shall perform faithfully all work with due care and skill, and in accordance with the laws, rules and regulations established under the authority or any regulation of the City pertaining to plumbing. This bond shall state that the person shall indemnify and save harmless the City and the owner of the premises against all damages, costs, City expenses, outlays and claims of every nature and kind arising out of unskillfulness or negligence on his part in connection with plumbing or excavating for plumbing as prescribed in this section. Such bond shall remain in force and shall be executed for a period of one year except that on such expiration, it shall remain in force as to all penalties, claims and demand that may have accrued thereunder prior to such expiration.
(Ord. 7-86. Passed 2-10-86.)
(Ord. 7-86. Passed 2-10-86.)
(a) The City Engineer is hereby authorized and directed to collect a sanitary sewer system capacity charge whenever application is made for the issuance of a sewer permit to provide sanitary sewer to a structure, whenever such property is or will be tributary, directly or indirectly to any trunk sanitary sewer built by the City, either inside or outside the corporate limits of the City and as provided elsewhere in the Lancaster Codified Ordinances.
(b) The charge shall be determined in accordance with the following:
(1) PROPERTY INSIDE CORPORATE LIMITS
TABLE 1
WATER METER SIZE | CAPACITY FEE |
5/8 or 3/4 inch | $4,844.00 |
1 inch | 9,452.00 |
1 ½ inch | 22,920.00 |
2 inch | 39,933.00 |
4 inch | 86,010.00 |
6 inch | 144,611.00 |
8 inch | 325,374.00 |
Fees for meters larger than 8 inch will be determined on an individual basis.
(2) PROPERTY OUTSIDE CORPORATE LIMITS
TABLE 2
WATER METER SIZE | CAPACITY FEE |
5/8 or 3/4 inch | $7,266.00 |
1 inch | 14,178.00 |
1 ½ inch | 34,381.00 |
2 inch | 59,900.00 |
4 inch | 129,016.00 |
6 inch | 216,916.00 |
8 inch | 488,062.00 |
Fees for meters larger than eight (8) inch will be determined on an individual basis.
Effective January 1, 2023
(1) PROPERTY INSIDE CORPORATE LIMITS
TABLE 1
WATER METER SIZE | CAPACITY FEE |
5/8 or 3/4 inch | $5,789.00 |
1 inch | 9,842.00 |
1 ½ inch | 19,104.00 |
2 inch | 30,683.00 |
4 inch | 96,680.00 |
6 inch | 192,782.00 |
8 inch | 308,566.00 |
10 inch | 810,493.00 |
12 inch | 1,022,958.00 |
Fees for meters larger than twelve (12) inch will be determined on an individual basis.
(2) PROPERTY OUTSIDE CORPORATE LIMITS
TABLE 2
WATER METER SIZE | CAPACITY FEE |
5/8 or 3/4 inch | $8,684.00 |
1 inch | 14,763.00 |
1 ½ inch | 28,657.00 |
2 inch | 46,024.00 |
4 inch | 145,020.00 |
6 inch | 289,172.00 |
8 inch | 462,849.00 |
10 inch | 1,215,740.00 |
12 inch | 1,534,437.00 |
Fees for meters larger than twelve (12) inch will be determined on an individual basis.
(c) A deduction may be made from the trunk sewer capacity charge herein imposed whenever, and to the extent that, the owner of the property concerned can show that a special assessment has been paid for such or similar trunk sewer benefit, provided that such deduction shall be limited to the amount of such original payment.
(d) Capacity Charge for Trunk Sewer Benefit. An exemption of the capacity charge shall be made where a structure of a classified use is replaced by a structure of a higher use, the capacity charge fee shall be the difference of the lower use fee from the higher use fee. The City Engineer or his designee shall have the final discretion to approve or reject the existing lateral.
(e) The capacity charge due for existing residential structures required to connect to the City's sanitary system by Lancaster Codified Ordinance Section 912.02
may be paid through the following methods:
(1) A ten-year assessment to the real property tax without interest so long as the payments are received within thirty (30) days of the due date.
(2) A five-year assessment to the real property tax without interest so long as the payments are received within thirty (30) days of the due date.
(3) Payment in full.
(Ord. 30-22. Passed 10-24-22.)
(a) People or families with a qualified income set forth in subsection (b) hereof shall have the sewer capacity charge, tapping, and inspection fees waived.
(b) “Qualified Income” for this section means a gross income of the family unit less than twenty thousand dollars ($20,000) in the year application is made to have such charges and fees waived. Such application shall be made in affidavit form to the City Engineer whenever application is made for the issuance of a sewer tap application.
(c) All funds received as herein authorized shall be deposited with the Wastewater Revenue Fund.
(Ord. 47-04. Passed 8-23-04.)
(Ord. 47-04. Passed 8-23-04.)
(a) No person shall discharge or cause to be discharged any storm water, surface water, ground water, roof runoff, subsurface drainage, uncontaminated cooling water or unpolluted industrial process waters to any sanitary sewer.
(b) Storm water and all other unpolluted drainage shall be discharged to such sewers as are specifically designated as combined sewers or storm sewers, or to a natural outlet approved by the City Engineer. Industrial cooling water or unpolluted process waters may be discharged, on approval of the City Engineer, to a storm sewer, combined sewer or natural outlet.
(c) No person shall discharge or cause to be discharged any of the following described waters or wastes to any public sewers:
(1) Any gasoline, benzene, naphtha, fuel oil, motor oil or other flammable or explosive liquid, solid or gas;
(2) Any water or wastes containing toxic or poisonous solids, liquids or gases in sufficient quantity, either singly or by interaction with other wastes, to injure or interfere with any sewage treatment process, constitute a hazard to humans or animals, create a public nuisance or create any hazard in the receiving waters of the water pollution control plant;
(3) Any water or wastes having a pH less than 5.5 or higher than 9.5 or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the sewage works; or
(4) Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in sewers, or other interference with the proper operation of the sewage works such as, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, unground garbage, whole blood, paunch manure, hair and fleshing, entrails and paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders.
(d) No person shall discharge or cause to be discharged the following described substances, materials, waters or wastes if it appears likely in the opinion of the City Engineer or Superintendent, that such wastes can harm either the sewers, sewage treatment process or equipment, have an adverse effect on the receiving stream, or can otherwise endanger life, limb, public property or constitute a nuisance. In forming his opinion as to the acceptability of these wastes, the City Engineer or Superintendent will give consideration to such factors as the quantities of subject wastes in relation to flows and velocities in the sewers, materials of construction of the sewers, nature of the sewage treatment process, capacity of the water pollution control plant, degree of treatability of wastes in the water pollution control plant, and other pertinent factors. The substances prohibited include but are not limited to:
(1) Any liquid or vapor having a temperature higher than 104 degrees Fahrenheit, at the introduction into the public sewer;
(2) Any water or waste containing fats, wax, grease or oils, whether emulsified or not, in excess of 100mg/l, or containing substances which may solidify or become viscous at temperatures between thirty-two and 150 degrees Fahrenheit;
(3) Any garbage that has not been properly shredded. The installation and operation of any garbage grinder equipped with a motor of three-fourths horse power or greater, shall be subject to the review and approval of the City Engineer;
(4) Any waters or wastes containing strong acid iron pickling wastes or concentrated plating solutions, whether neutralized or not;
(5) Any waters or wastes containing iron, chromium, copper, zinc and similar objectionable or toxic substances, in excess of the limits set in Section 916.05 or wastes exerting an excessive chlorine requirement . to such degree that any such material received in the composite sewage at the water pollution control plant exceeds the limits established by the Superintendent for such materials;
(6) Any water or wastes containing phenols or other taste or odor-producing substances in such concentrations exceeding limits which may be established by the Superintendent as necessary, after treatment of the composite sewage, to meet the requirements of the State, Federal or other public agencies of jurisdiction for such discharge to the receiving waters;
(7) Any radioactive wastes or isotopes of such half-life or concentration as may exceed limits established by the Superintendent in compliance with applicable State or Federal regulations;
(8) Materials which exert or cause:
A. Unusual concentrations of inert suspended solids such as but not limited to Fuller's earth, lime slurries and lime residues, or of dissolved solids such as but not limited to sodium chloride and sodium sulfate;
B. Excessive discoloration such as but not limited to dye wastes and vegetable tanning solutions;
C. Unusual BOD, chemical oxygen demand or chlorine requirements in such quantities as to constitute a significant load on the water pollution control plant; or
D. Unusual volume of flow or concentration of wastes constituting "slugs", as defined herein; or
(9) Waters or wastes containing substances which are not amenable to treatment or reduction by the sewage treatment processes employed, or are amenable to treatment only to such a degree that the water pollution control plant effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters.
(e) If any waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters contain the substances or possess the characteristics enumerated in subsection (d) hereof, and which, in the judgment of the City Engineer or Superintendent, may have a deleterious effect upon the sewage works, processes, equipment or receiving waters, or which otherwise create a hazard to life or constitute a public nuisance, the City Engineer or Superintendent may:
(1) Require new industries or industries with significant increase in discharge to submit information on waste-water characteristics and obtain prior approval for discharges, in accordance with Chapter 916;
(2) Require other methods of disposal; and/or
(3) Require pretreatment to an acceptable condition for discharge to the public sewers; in accordance with Chapter 916; and/or
(4) Require control over the quantities, rates and times of discharge; and/or
(5) Require facilities to prevent accidental discharge of any unacceptable wastes; and
(6) Require payment to cover the added cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provisions of this section or other City ordinances.
If the City Engineer permits the pretreatment or equalization of waste flows, the design and installation of the plans and equipment shall be subject to the review and approval of the City Engineer and Superintendent, and subject to the requirements of all applicable codes, ordinances and laws.
(f) Grease, oil and sand interceptors shall be provided when, in the opinion of the City Engineer or Superintendent, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts, or any flammable wastes, sand or other harmful ingredients; except that such interceptors shall not be required for private living quarters or dwelling units. All interceptors shall be of a type and capacity approved by the City Engineer and shall be located as to be readily and easily accessible for cleaning and inspection. Provided however, that approval of any such interceptors by the City Engineer or Superintendent shall not relieve any person of the responsibility of complying with the discharge requirements of this section.
(g) Fats, grease, oil and sand interceptors shall be constructed of impervious materials capable of withstanding abrupt and extreme changes in temperature. They shall be of substantial construction, watertight and equipped with easily removable covers which, when bolted in place, shall be gastight and watertight.
(h) Where installed, all fats, grease, oil and sand interceptors shall be maintained by the owner, at his expense, in continuously efficient operation at all times.
(i) (1) The admission into the public sewers, of any waters or wastes having:
A. A five day BOD greater than 200 mg/l by weight; or
B. Containing more than 300 mg/l by weight of suspended solids; or
C. Containing any quantity of substances having the characteristics described in Section 912.07(d)(8); or
D. Having an average daily flow greater than five percent (5%) of the average daily sewage flow of the water pollution control plant; or
E. Having NH3-N (Ammonia Nitrogen) greater than twenty mg/l by weight;
Shall be subject to the review and approval of the City Engineer or Superintendent.
(2) Where necessary in the opinion of the Superintendent, the owner shall provide at his expense such preliminary treatment as may be necessary to:
A. Reduce BOD to 200 mg/l, the suspended solids to 300 mg/l by weight and the ammonia nitrogen to 20 mg/l; or
B. Reduce the objectionable characteristics or constituents to within the maximum limits provided in Section 912.07(d)(8); or
C. Control the quantities and rates of discharge of such waters or wastes; or
D. Be subject to surcharge.
(j) Where preliminary treatment or flow equalizing facilities are provided for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner at his expense.
(k) When required by the City Engineer or Superintendent, the owner of any property serviced by a sewer lateral carrying industrial wastes shall install a suitable control manhole together with such necessary meters and other appurtenances in the sewer lateral to facilitate observations, sampling and measurement of the wastes. Such manhole, when required, shall be accessible and safely located, and shall be constructed in accordance with plans approved by the City Engineer. The manhole shall be installed by the owner at his expense, and shall be maintained by him so as to be safe and accessible at all times. See Chapter 916, Municipal Pretreatment.
(l) All measurements, tests and analysis of the characteristics of waters and wastes to which reference is made in this chapter shall be determined in accordance with the latest edition of "Standard Methods for Examination of Water and Wastewater", published by the American Public Health Association, and shall be determined at the control manhole provided or upon suitable samples taken at such control manhole. In the event that no special manhole has been required, the control manhole shall be considered to be the nearest downstream manhole in the public sewer to the point at which the sewer lateral is connected. Sampling shall be carried out by customarily accepted methods to reflect the effect of constituents upon the sewage works and to determine the existence of hazards to life, limb and property. (The particular analysis involved will determine whether a twenty-four hour composite of all outfalls of a premises is appropriate or whether a grab sample or samples should be taken. Normally, but not always, BOD and suspended solids analysis are obtained from the twenty-four hour composites of all outfalls, whereas pHs are determined from periodic grab samples.)
(m) No statement contained in this section shall be construed as preventing any special agreement or arrangements between the City and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the City for treatment, subject to payment therefor by the industrial concern, and in accordance with Chapter 916.
(Ord. 7-86. Passed 2-10-86. )
(Ord. 7-86. Passed 2-10-86. )
No unauthorized person shall maliciously, willfully or negligently break, damage, destroy, uncover, deface or tamper with any structure, appurtenance or equipment which is part of the sewage works. Any person violating this provision shall be subject to immediate arrest under charge of disorderly conduct.
(Ord. 7-86. Passed 2-10-86.)
(Ord. 7-86. Passed 2-10-86.)
Any discharger which experiences an upset in operations which places the discharger in a temporary state of noncompliance with this chapter or a wastewater discharge permit issued pursuant hereto shall inform the City thereof within twenty-four hours of first awareness of the commencement of the upset. Where such information is given orally, a written follow-up report thereof shall be filed by the discharger with the City within five days. The report shall specify:
(a) Description of the upset, the cause thereof and the upset's impact on a discharger's compliance status;
(b) Duration of noncompliance, including exact dates and times of noncompliance, and if the noncompliance continues, the time by which compliance is reasonably expected to occur; and
(c) All steps taken or to be taken to reduce, eliminate and prevent recurrence of such an upset or other conditions of noncompliance.
A documented and verified bonafide operation upset shall be an affirmative defense to any enforcement action brought by the City against a discharger for any noncompliance with this chapter or any wastewater discharge permit issued pursuant hereto which arises out of violations alleged to have occurred during the period of the upset.
(Ord. 7-86. Passed 2-10-86.)
(Ord. 7-86. Passed 2-10-86.)
(a) The City Engineer, Superintendent or other duly authorized employees of the City bearing proper credentials and identifications shall be permitted to enter all properties for the purposes of inspection, observation, measurement, sampling and testing in accordance with the provisions of this chapter. The City Engineer or his representative shall have no authority to inquire into any processes including metallurgical, chemical, oil, refining, ceramic, paper or other industries beyond that point having a direct bearing on the kind and sources of discharge to the sewers or waterways or facilities for waste treatment.
(b) While performing the necessary work on private properties referred to in subsection (a) hereof, the City Engineer or duly authorized employees of the City shall observe all safety rules applicable to the premises established by the company, and the company shall be held harmless for injury or death to the City employees, and the City shall indemnify the company against loss or damage to its property by City employees and against liability claims and demands for personal injury or property damage asserted against the company and growing out of the gauging and sampling operation, except as such may be caused by negligence or failure of the company to maintain safe conditions as required in Section 912.07(k).
(c) The City Engineer and other duly authorized employees of the City bearing proper credentials and identification shall be permitted to enter all private properties through which the City holds a duly negotiated easement for the purposes of but not limited to inspection, observation, measurement, sampling, repair and maintenance of any portion of the sewage works lying within such easement. All entry and subsequent work, if any on such easement, shall be done in full accordance with the terms of the duly negotiated easement pertaining to the private property involved.
(Ord. 7-86. Passed 2-10-86.)
(Ord. 7-86. Passed 2-10-86.)
(a) A Hearing Board shall be appointed by the Mayor as needed for arbitration of differences between the City Engineer and sewer users on matters concerning interpretation and execution of the provisions of this chapter. The cost of the arbitration will be divided equally between the City and the sewer user.
(b) One member of the Board shall be a registered professional engineer; one member shall be a representative of an industry or manufacturing enterprise; one member shall be a lawyer and one member shall be selected at large for his interest in accomplishing the objectives of this chapter.
(Ord. 7-86. Passed 2-10-86.)
(Ord. 7-86. Passed 2-10-86.)
(a) All ordinances or parts of ordinances in conflict herewith are hereby repealed.
(b) The validity of any section, clause, sentence or provision of this chapter shall not affect the validity of any other part of this chapter which can be given effect without such invalid part or parts.
(Ord. 7-86. Passed 2-10-86.)
(Ord. 7-86. Passed 2-10-86.)
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