humus-like material. Code 73.42 (relating to gravity distribution. Immediately preceding text appears at serial pages (17863) to (17864). Source The sex dating in Edmonton provisions of this 73.111 adopted August 30, 1974, effective September 16, 1974,. (ii) The chlorinator shall be functioning within the specifications of the manufacturer. 508; amended November 7, 1997, effective November 8, 1997, except subsection (b 4) effective January 7, 1998,. Loose material shall be removed from the hole. (c) The following criteria shall be considered in the design of alternate systems: (1) The volume and rate of sewage flow, including reductions attributed to water conservation devices and recycling devices. The intake of any dosing pump shall be at a lower elevation than the lowest lateral. Immediately preceding text appears at serial page (221911). The first or last discharge hole of a lateral may be no more than 5 feet nor less than 2 feet from the ends of the trench. Soil mottling (redoximorphic features) A soil color pattern consisting of patches of different colors or shades of color interspersed with the dominant soil color which results from prolonged saturation of the soil.
Building sewer Piping carrying liquid wastes from a building to the treatment tank or holding tank. (6) The head loss due to friction from the beginning of the distribution manifold to the terminal end of the last lateral may not exceed 15 of the head level to be maintained at the terminal end of the lateral. (e) Discharge from roof gutters, foundation drainage, floor drains not from sewage generating connections and surface runoff may not be discharged to a treatment tank; nor may the discharges be permitted to flow over an absorption area or spray fields.
C May be considered for experimental or alternate proposals.
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Code 73.14 (relating to site investigation and. Source The provisions of this 73.65 adopted August 30, 1974, effective September 16, 1974,. No part of the information on this site may be reproduced for profit or sold for profit. (6) The first hole in the lateral shall be 3 feet from the manifold. (b) A structure may not be occupied before the sewage system is finally inspected, approved and covered. When application of best technical guidance results in the absorption area or spray field encroaching on the regulated isolation distance to a well, the proper well abandonment procedure or the relocation of the well should be considered. Each tank or chamber shall have a surface area of 40 square feet. (3) The identity of the person responsible for the design of the system; performance of scheduled maintenance, if required; and responsibility for repair or replacement in event of failure of the system. Square Feet of Aggregate Area Per Gallon Per Day Average Percolation Rate All Systems Except Subsurface Sand Expressed as Elevated Sand Mounds Filters and Minute Per Inch and Subsurface Sand Filters Elevated Sand Mounds Less than.0D Unsuitable Unsuitable 3 - 5C Unsuitable.50AB. (v) Determination of hydraulic loading limitationsthat is, interface acceptance rate of hydraulic conductivity of receiving soilsin accordance with accepted principles of hydraulic flow.