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(a) Every shooting range facility shall meet all applicable plumbing code requirements of Chapter 18-29.
The occupancy calculation to determine the required number of plumbing fixtures for the shooting range facility shall be as provided in Chapter 13-56.
(b) The discharge of any waste from the shooting range shall be in compliance with all applicable local, state or federal laws or standards, and shall comply with the requirements of Articles 7, 8 and 11 of Chapter 18-29 to prevent the discharge of any prohibited waste from entering into any sewer, watercourse, natural outlet or waters.
(c) Interceptors or separators shall be installed to recover solids from metal particles, metal chips, shavings, plaster, stone, clay, sand, cinder, ashes, glass, gravel, oily or greasy residual waste and similar materials in separating lighter than water waste from heavier than water waste or waste from soiled water to prevent such matter from entering the drain line. The size, type, location and construction material of each interceptor and of each separator shall be designed and installed in accordance with the manufacturer's instruction, the rules and regulations promulgated by the departments of water management and health, and the requirements of Section 18-29-1003 based on the anticipated conditions of use. All interceptors and all separators shall be installed in an accessible location to permit the convenient removal of the lid and internal contents and to permit service and maintenance. Unless otherwise approved, all interceptors and separators shall have an inspection manhole located outside on private property to permit observation, measurement and sampling downstream of the interceptors or separators.
(d) Waste that does not require treatment or separation need not be discharged into any interceptor or separator and may be in a separate line until after the interceptor or separator but must connect to the building sewer before the public way. Waste from the shooting range facility which does not have a lead contamination level of more than 0.5 mg/L is not required to discharge into an interceptor or separator.
(e) Grease traps approved by the department of buildings shall have the waste retention capacity indicated in Table 18-29-1003.3.6 for the flow-through rated indicated.
(Added Coun. J. 7-6-11, p. 3073, § 8; Amend Coun. J. 11-16-11, p. 13798, Art. II, § 6; Amend Coun. J. 6-25-14, p. 83727, § 9)