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Agenda - Council - 05/13/2014
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Agenda - Council - 05/13/2014
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3/17/2025 4:19:09 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
05/13/2014
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7080.2050 INDIVIDUAL SUBSURFACE SEWAGE TREATMENT SYSTEMS 40 <br />the distribution box must not result in surfacing of sewage from the box. Pressure must not build up in the <br />box during pump discharge. <br />E. Nonpressurized distribution pipes must meet the requirements of subitems (1) to (4) and <br />subpart 2, item B, subitems (1) and (3) to (5). <br />(1) Distribution pipes used for gravity distribution must be at least four inches in diameter. <br />(2) Distribution pipes used for gravity distribution must have at least one row of holes of <br />no less than one-half inch in diameter spaced no more than 40 inches apart. <br />(3) Distribution pipes for gravity distribution must be laid level or on a uniform slope <br />oriented away from the distribution device of no more than four inches per 100 feet. <br />(4) Distribution pipes for gravity distribution in seepage beds must be uniformly spaced <br />no more than five feet apart and not more than 30 inches from the side walls of the seepage bed. <br />Subp. 4. Pressure distribution. <br />A. All systems must be pressurized as required in parts 7080.2200 to 7080.2400. <br />B. Pressurized distribution pipes must conform to the requirements of subpart 2, item B, <br />subitems (1) and (3) to (5). <br />C. Pressure distribution pipes and associated fittings must be properly joined together. The <br />pipe and connections must be able to withstand a pressure of at least 40 pounds per square inch. <br />D. The distribution network must be designed so there is less than a ten percent variance in <br />flow for all perforations. <br />E. Perforations must be no smaller than one -eighth inch diameter and no larger than one -quarter <br />inch diameter. The number of perforations, perforation spacing, and pipe size for pressure distribution must <br />be in accordance with Table VI. The friction loss in any individual perforated lateral must not exceed 20 <br />percent of the average pressure head on the perforations. <br />TABLE VI <br />MAXIMUM NUMBER OF PERFORATIONS PER LATERAL <br />1/4 inch holes <br />Pipe diameter in inches <br />1 1.25 1.5 2 3 <br />Perforation spacing <br />in feet <br />2 10 13 18 30 60 <br />2.5 8 12 16 28 54 <br />3 8 12 16 25 52 <br />3/16 inch holes <br />Copyright ©2014 by the Rev <br />so <br />of Statutes, State of Minnesota. All Rights Reserved. <br />
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