A. 
When service connections to municipal infrastructure are required utilizing wastewater lines as required in § 300-27, a notice advising the owner or agent in charge of any buildings of such requirement shall be mailed via certified, registered mail. Such notice shall state the address in question, the location of the nearest infrastructure line and the estimated cost if municipal crews are utilized. The notice shall further state that the owner shall have 30 days within which to initiate the service connections or be considered to be in violation with this chapter.
B. 
It is unlawful to fail or refuse to make the wastewater lines connection, installation or construction required pursuant to NMSA 1978 § 3-18-22.
The owner, agent in charge or occupant of any building on a lot or land adjoining a street or alley where no wastewater lines are laid but where water pipes are laid shall construct and install and connect to an approved septic tank as reviewed, inspected and approved in this chapter. This requirement does not eliminate the need for water line service connection if such infrastructure is available as delineated in § 300-27.
A. 
Permit required. Before commencement of construction of a private sewage disposal system, the owner shall first obtain a written permit signed by the New Mexico Environment Department, Wastewater Resources Manager and the Planning and Zoning 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 are deemed necessary by the Building Inspector, Wastewater Resources Manager and the Planning and Zoning Department. A permit and inspection fee shall be paid to the City at the time the application is filed. The fee shall include an inspection fee of $30. Reinspection shall be subject to the inspection fee of $50 for each inspection conducted to any system.
B. 
Inspection. A permit for a private sewage disposal system shall not become effective until the installation is completed to the satisfaction of the Wastewater Collection Foreman or his designee. He shall be allowed to inspect the work at any stage of construction. The applicant for the permit shall give a one-day notice to the Wastewater Collection Foreman when the work is ready for final inspection and before any underground portions are covered. The Wastewater Collection Foreman or his designee shall be on site for inspection.
C. 
Design requirements. The type, capacities, location and layout of a private sewage disposal system shall comply with all requirements and recommendations of the New Mexico Environment Department. No permit shall be issued for any private sewage disposal system employing subsurface soil absorption facilities where the area of the lot is less than 32,670 square feet (3/4 acre). No septic tank or cesspool shall be permitted to discharge to any natural outlet.
D. 
Conversion to public wastewater lines. As provided in § 300-27, property served by a private sewage disposal system shall directly connect to the public wastewater lines. Such connections shall be in compliance with this Part 2, and any septic tanks, cesspools and similar private sewage disposal facilities shall be completely drained, filled with clean soil, sand or gravel and abandoned. The Wastewater Collection Foreman, his legal designee and the Wastewater Resources Manager, prior to service within the municipal collection system, shall inspect all connections and abandoned facilities. All maintenance costs shall be maintained by the owner.
E. 
Operation; maintenance. The owner shall operate and maintain private sewage disposal facilities in a sanitary manner at all times at no expense to the City, from the wastewater main collection line to the residence and/or structures.
F. 
Chapter not to limit other reasonable requirements. No statement contained in this chapter shall be construed to interfere with any additional reasonable requirements that may be imposed by the Wastewater Collection Foreman, Planning and Zoning Official, Wastewater Resources Manager or official from any State of New Mexico agency or department having jurisdiction over such systems.
A. 
Permits required. No unauthorized person shall uncover, make any connections with or opening into, use, alter or disturb any public wastewater lines or appurtenances thereof without first obtaining a written permit from the Planning and Zoning Department and Utility Departments.
B. 
Permit categories; applications; fees. There shall be two permit categories for residential service and three categories for commercial service and for service to establishments producing industrial wastes. In all cases, the owner or his agent shall make application on a form furnished by the City. The permit application shall be supplemented by any plans, specifications or other information which may be necessary in reviewing the plans for permit by the Planning and Zoning Department. A permit and inspection fee for a residential, other or industrial wastewater lines permit shall be paid to the City at the time the application is filed, as provided in § 300-54.
C. 
Costs; indemnification. All costs incidental to the installation and connection of the new infrastructure lines shall be borne by the owner. The owner shall indemnify the City against any loss or damage that may directly or indirectly be occasioned by the installation of the municipal infrastructure.
D. 
Separate wastewater lines required. Separate and independent wastewater lines shall be required for every building.
E. 
Use of old building wastewater lines. Upon failure of old building wastewater lines, the owner(s) shall replace such lines with lines of modem design, minimum of four-inches in diameter, as appropriate and approved by the Planning and Zoning Department and the Wastewater Manager, at the owner's expense.
F. 
Existing or insufficient easements. It shall be the responsibility of the owner of the lot or lots to be connected to provide adequate easement(s) to the City in order to provide for the proper installation of utility lines. A minimum of a fifteen-foot easement will be required.
G. 
Design requirements; compliance with Codes. The size, slope, alignment, and materials of construction of building wastewater lines and the methods to be used in excavating, placing of the pipe, jointing, testing, backfilling and compacting the trench shall all conform to the requirements of the building and plumbing code or other applicable rules and regulations of the City and state. A minimum of a four-inch-size service connection must be made to a minimum of an eight-inch wastewater collection line.
H. 
Safety and protective measures for excavations. All excavations for municipal wastewater line installation shall be adequately guarded with barricades and lights to protect the public from hazard. Streets, sidewalks, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the City. A traffic control plan shall be presented with all applications for sanitary wastewater lines construction to be conducted within a public right-of-way.
I. 
Connection of surface runoff or groundwater to public wastewater lines. No person shall make connection of roof downspouts, areaway drains or other sources of surface runoff or groundwater to building wastewater lines or building drains, which in tum are connected directly or indirectly to municipal wastewater lines.
J. 
Gravity flow or lift. Whenever possible, the building wastewater lines 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 wastewater lines, sanitary sewage carried by such building drain shall be lifted by an approved mechanical pump and discharged to the sanitary wastewater lines.
K. 
Connection procedures generally. The connection of the building wastewater lines into the municipal wastewater lines shall conform to the requirements of the current Uniform Building Code and Uniform Plumbing Code or other applicable rules and regulations of the City or the procedures set forth in appropriate specifications of the A.S.T.M. and the New Mexico Standard Specifications for Public Works Construction. All such connections shall be made gastight and watertight. The Wastewater Resources Manager, before installation, must approve any deviation from the prescribed procedures and materials.
L. 
Final inspection. The applicants for the municipal wastewater connection permit shall notify the Wastewater Resources Manager when the building wastewater lines are ready for inspection and connection to the municipal wastewater lines. The connection shall be made under the supervision of the Wastewater Collection Foreman, Wastewater Manager or his representative.
A. 
Prohibited discharges. No person shall discharge or cause to be discharged any stormwater, surface water, groundwater, roof runoff, subsurface drainage, uncontaminated cooling water or unpolluted industrial process waters into any sanitary wastewater lines.
B. 
Prohibited substances. No person shall discharge or cause to be discharged any of the following described liquids or wastes to any and all sanitary wastewater lines:
(1) 
Any gasoline, benzene, naphtha, fuel oil or other flammable or explosive liquid, solid or gas, volatile or nonvolatile substance.
(2) 
Any waters or wastes, containing toxic or poisonous solids, liquids or gases in sufficient quantity, either singly or by interaction with other wastes, that may injure or interfere with any wastewater facility, constitute a hazard to humans or animals, create a public nuisance or create any hazard in the receiving waters of the wastewater treatment works, including but not limited to cyanide in excess of two mg/l such as cadmium, in the waste as discharged to the public wastewater lines.
(3) 
Any herbicides and pesticides.
(4) 
Any waters or wastes having a pH lower 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 wastewater facility.
(5) 
Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in wastewater lines or other interference with the proper operation of the wastewater facility such as, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, ungrounded garbage, whole blood, paunch manure, hair and fleshing, entrails and paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders.
(6) 
Any amount of the following heavy metals:
Antimony
Arsenic
Barium
Beryllium
Bismuth
Boron
Cadmium
Chromium (Hexa)
Chromium (Tri)
Cobalt
Copper
Iron
Lead
Manganese
Mercury
Molybdenum
Mercury
Nickel
Rhenium
Selenium
Silver
Strontium
Tellurium
Tin
Uranium
Zinc
(7) 
Dilution of toxic materials and heavy metals in lieu of removal is not acceptable.
C. 
Discharges subject to regulation. 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 Wastewater Resources Manager, that such wastes can harm the wastewater facility or equipment, have an adverse effect on the receiving stream, or can otherwise endanger life, limb, or public property or constitute a nuisance. In forming an opinion as to the acceptability of these wastes, the Wastewater Resources Manager will consider such factors as the materials of construction of the wastewater lines, nature and capaCity of the wastewater treatment works and other pertinent factors. The substances which must be considered include, but are not limited to, the following:
(1) 
Any liquid or vapor having a temperature higher than 150° F. (65° C.).
(2) 
Any water or waste containing fats, grease, wax or oils, whether emulsified or not, in excess of 100 mg/liter or containing substances which may solidify or become viscous at temperatures between 32° F. and 150° F. (0° C. and 56° C.).
(3) 
Any garbage that has not been properly shredded. The Wastewater Collection Foreman will not allow installation and operation of any garbage grinder larger than those normally manufactured and sold for residential and noncommercial use without specific review and approval.
(4) 
Any waters or wastes containing strong acid, iron, pickling wastes or concentrated plating solutions cannot be discharged into the wastewater facility unless completely neutralized and approved by the Wastewater Resources Manager for discharge.
(5) 
Any waters or wastes containing reducing substances of an organic or inorganic nature, toxic and nontoxic, which exert an immediate chlorine demand cannot be discharged into the wastewater facility if discharge of agents will prevent the achievement of an adequate chlorine residual in the effluent of the wastewater treatment works.
(6) 
Any waters or wastes containing phenols or other taste- or odor-producing substances in concentrations exceeding limits established by the Wastewater Resources Manager 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 concentrations as may exceed limits established by the Wastewater Resources Manager in compliance with applicable state and 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 chlorine and sodium sulfate.
(b) 
Excessive discoloration such as, but not limited to, dye wastes and vegetable tanning solutions.
(c) 
Unusual chemical oxygen demand, or biochemical oxygen, or chlorine requirements in such quantities as to constitute a significant load on the wastewater treatment works.
(d) 
Slugs or shocks constituting an unusual volume of flow or concentration of wastes, which will disturb the normal functioning of the wastewater facility.
(9) 
Waters or wastes containing substances which are not amenable to treatment or reduction by the wastewater treatment works employed or are amenable to treatment only to such degree that the effluent cannot meet the requirements of agencies having jurisdiction over discharge to the receiving waters.
D. 
Wastewater Resources Manager discretion.
(1) 
If any waters or wastes are discharged, or are proposed to be discharged, to the public wastewater lines and such waters contain the substances or possess the characteristics enumerated in this section, and which in the judgment of the Wastewater Resources Manager may have a deleterious effect upon the wastewater facilities or receiving waters, or which otherwise create a hazard to life or constitute a public nuisance, the Wastewater Resources Manager may:
(a) 
Reject the wastes;
(b) 
Require pretreatment to an acceptable condition for discharge to the public wastewater lines; or
(c) 
Require control over the quantities and rates of discharge.
(2) 
If the Wastewater Resources Manager permits the pretreatment or equalization of waste flows, the design and installation of the plants and equipment shall be subject to the review and approval of the Wastewater Resources Manager and the State of New Mexico Environment Department and subject to the requirements of all applicable codes, ordinances, and laws.
E. 
Tasting industrial waste. Testing of industrial waste will be performed at least twice a year or whenever found necessary by the Wastewater Resources Manager. The person discharging the waste shall be liable for payment of all costs arising from the testing of the industrial waste.
F. 
Grease, oil and sand interceptors. Grease, oil and sand traps shall be provided when 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 traps shall not be required for private living quarters or dwelling units. Grease and oil traps shall be installed in all new filling stations, garages, restaurants, and other new facilities, as determined by the Wastewater Resources Manager, wherein heavy discharge of grease and oil is to be expected. When, in the judgment of the Wastewater Resources Manager, discharge pretreatment into the wastewater lines system is required, an approved-type grease interceptor or sand interceptor, or both, complying with the provisions of this section or the adopted Uniform Plumbing Code shall be installed in the wastewater lines line leading from sinks, drains and other fixtures or equipment where grease or sand may be introduced into the drainage or sewage system in quantities that can cause line stoppage or hinder sewage treatment or private sewage disposal. Every private or public wash rack and/or floor or slab used for cleaning vehicles, equipment or machine parts shall be adequately protected against stormwater or surface water and shall drain or discharge into a sand trap of an approved design for the specific use. The Wastewater Resources Manager, in accordance with the Uniform Building Code or the Uniform Plumbing Code, shall approve the size, type and location of each grease trap or sand trap or separator. These interceptors for grease or sand and similar solid heavy wastes shall be so designed and located as to be readily accessible for servicing maintenance, and inspection and shall at all times be in working and operating condition. Grease traps and sand traps shall be properly serviced and maintained by authorized personnel and documentation filed for inspection at any time by the City Enforcement Officer. Property owners of the establishment will be held liable in a court of competent jurisdiction for their negligence or the negligence of their lessees in maintaining and servicing the grease trap or sand trap, or both, creating sewage problems in a public wastewater line or to other City customer services.
G. 
Maintenance of preliminary treatment and flow-equalizing facilities. Where preliminary treatment or flow-equalizing facilities are provided for any industrial liquid wastes, the owner, at his expense, shall maintain them continuously in satisfactory and effective operation.
H. 
Waste meters; manholes. When required by the Wastewater Resources Manager, the owner of any property serviced by sanitary lines carrying industrial liquid wastes shall install a suitable control manhole, together with such necessary meters and other appurtenances in the sanitary wastewater lines to facilitate observation, sampling and measurement of the wastes. Such manhole, when required, shall be accessibly and safely located, constructed in such a manner as to prevent infiltration of groundwater and surface water and constructed in accordance with plans approved by the Wastewater Resources Manager and the Planning and Zoning Department. The manhole shall be installed by the owner, at his expense, and shall be maintained by him to be safe and accessible at all times.
I. 
Methods of testing; location of test site. All measurements, tests and analyses of the characteristics of waters and wastes shall be determined in accordance with the latest edition of "Standard Methods" and shall be determined at the control manhole provided or upon suitable samples taken at such manhole. The control manhole shall be located so that sampling of the industrial waste will be performed before discharge into the public wastewater lines system.
J. 
Sampling and analysis methods. Sampling shall be carried out by customarily accepted methods to reflect the effect of constituents upon the wastewater treatment works and to determine the existence of hazards to life, limb, and property. The particular analyses involved will determine whether a twenty-four-hour composite of all outfalls of premises is appropriate or whether a grab sample or samples should be taken. Normally, but not always, COD, BOD, and settleable solids analyses are obtained from twenty-four-hour composites of all outfalls, whereas pHs are determined from periodic grab samples.
K. 
Access for sampling. The Wastewater Resources Manager shall be allowed access to the properties of all wastewater lines users as necessary to sample, test and measure all wastewater discharges. Failure to allow such access may, at the City's discretion, be the basis for discontinuance of wastewater lines and/or water service to the property to which access is denied.
No person shall discharge or cause to be discharged any stormwater, surface water, groundwater, roof runoff, subsurface drainage, uncontaminated cooling water, or unpolluted industrial process waters to any sanitary wastewater lines.
It shall be unlawful to discharge to any natural outlet, including irrigation ditches or storm drains within the City, or in any that are under the jurisdiction of the City, any sewage or wastewater or other polluted waters, except where suitable treatment has been provided in accordance with subsequent provisions of this chapter.
A. 
All persons are prohibited from introducing any foreign material, including, but not necessarily limited to, crankcase oil, wastepaper and sand into the wastewater lines system, as well as any item or material which could be considered volatile or toxic.
B. 
All owners of service stations, restaurants, schools, cafeterias, bars and clubs, hospitals, or any commercial establishment wherein grease, oil, or other like substances may be introduced into the drainage system in quantities that could affect sewage flow and sewage treatment shall, as prerequisite to commencing business, provide a grease interceptor. This grease interceptor shall be sized and designed for the appropriate business. The Wastewater Collection Foreman, prior to installation, will review the specifications and design of the interceptor.
C. 
All car washes, laundries, excluding dry cleaners, or any commercial establishment wherein any solid material may be introduced into the drainage system in quantities that could affect sewage flow and sewage treatment shall, as a prerequisite to commencing business, provide a sand interceptor. This sand interceptor shall be sized and designed for the appropriate business. The Wastewater Collection Foreman, prior to installation, will review the specifications and design of the sand interceptor.
D. 
Sand and grease interceptors shall be cleaned out as often as necessary to provide maximum efficiency. A schedule for such cleaning shall be presented to the Code Enforcement Officer each year prior to approval or renewal of a business registration or other license.
E. 
The effective date of this section shall be six months from the date of adoption of this chapter, after which time all applicable businesses will have to be in compliance.
Except as provided by NMED, and after approval by the Planning and Zoning Department and the Wastewater Resources Manager, it shall be unlawful to construct or maintain any privy, privy vault, septic tank, cesspool or other facility intended or used for the disposal of sewage.
Residential, commercial and industrial properties situated outside the City limits, but within any extraterritorial zone, may be connected via building wastewater lines to available wastewater lines or future wastewater lines upon application and agreement to abide by the provisions of this chapter.