{"Article":"74:53:01","Agency":"","Status":"","RuleId":28549,"RuleNumber":"74:53:01","Type":"C","Catchline":"INDIVIDUAL AND SMALL ON-SITE WASTEWATER SYSTEMS","Path":"74/53/01/","Filename":"7453010000000c.htm","Title":74,"Parents":[{"DisplayRuleNumber":"74:53","RuleNumber":"74:53"},{"DisplayRuleNumber":"01","RuleNumber":"74:53:01"}],"Html":"<div><html>\r\n\r\n<head>\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<title>Rule 74:53:01 INDIVIDUAL AND SMALL ON-SITE WASTEWATER SYSTEMS</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01 INDIVIDUAL AND SMALL ON-SITE WASTEWATER SYSTEMS\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p align=center><b>CHAPTER 74:53:01</b></p>\r\n\r\n\r\n<p align=center><b>INDIVIDUAL AND SMALL ON-SITE WASTEWATER\r\nSYSTEMS</b></p>\r\n\r\n\r\n\r\n<p>Section</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:01\">74:53:01:01</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Definitions.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:02\">74:53:01:02</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Compliance with wastewater system\r\nrequirements.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:03\">74:53:01:03</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Review of plans and specifications prior\r\nto construction.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:04\">74:53:01:04</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Existing systems not affected by this\r\nchapter -- Exceptions.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:05\">74:53:01:05</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Existing subdivisions and developments\r\nexempted from lot size requirements -- Proviso.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:06\">74:53:01:06</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; On-site wastewater systems to comply\r\nwith rules.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:07\">74:53:01:07</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; On-site wastewater systems prohibited\r\nwhen public wastewater systems are available.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:08\">74:53:01:08</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Wastewater to receive primary treatment\r\nprior to discharge to absorption system.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:09\">74:53:01:09</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Types of treatment available to\r\nwater-carriage wastewater systems.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:10\">74:53:01:10</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Unconventional systems to be used when\r\nwater or electrical systems unavailable.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:11\">74:53:01:11</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Abandoned systems to be disconnected,\r\nplugged, dismantled, pumped, removed, and filled.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:12\">74:53:01:12</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Wastewater not allowed to surface on\r\nground or enter state waters -- Exception.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:13\">74:53:01:13</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Wastewater not to be discharged into\r\nunused wells, gravel pits, or rock formations.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:14\">74:53:01:14</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; On-site wastewater treatment system\r\ndesign and type considerations.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:15\">74:53:01:15</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Separation required above groundwater or\r\ngeological formations.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:16\">74:53:01:16</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Minimum lot size required.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:17\">74:53:01:17</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Drainage not to enter wastewater\r\nsystems.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:18\">74:53:01:18</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Cesspools and pit privies prohibited.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:19\">74:53:01:19</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Distance between on-site wastewater\r\nsystem components and pertinent ground features.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:20\">74:53:01:20</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Wastewater flow capacity requirements of\r\nresidential and nonresidential establishments.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:21\">74:53:01:21</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Alternative method of determining\r\nwastewater flow capacity requirements for commercial or public service\r\nestablishments.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:22\">74:53:01:22</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Alternative method of determining\r\nwastewater flow capacity requirements for public parks and marinas.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:23\">74:53:01:23</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Design and construction requirements for\r\nseptic tanks.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:24\">74:53:01:24</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Installation requirements for septic\r\ntanks.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:25\">74:53:01:25</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Minimum capacities for septic tanks.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:26\">74:53:01:26</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Requirements for holding tanks.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:27\">74:53:01:27</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Dosing or pressure systems required when\r\nabsorption systems are large.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:28\">74:53:01:28</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Distribution of septic tank effluent to\r\nabsorption fields.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:29\">74:53:01:29</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Percolation tests required prior to approval\r\nand installation of absorption system.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:30\">74:53:01:30</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Manner for conducting percolation test.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:31\">74:53:01:31</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Determining required absorption system\r\narea.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:32\">74:53:01:32</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Alternative method of determining\r\nrequired absorption trench system area.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:33\">74:53:01:33</a>&nbsp;&nbsp; &nbsp;&nbsp;&nbsp;&nbsp; Absorption\r\nor alternative water-carriage system permitted under certain circumstances.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:34\">74:53:01:34</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Seepage pits allowable.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:35\">74:53:01:35</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Requirements for an absorption trench.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:36\">74:53:01:36</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Requirements for an absorption bed.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:37\">74:53:01:37</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Requirements for a mound or\r\nevapotranspiration system.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:38\">74:53:01:38</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Requirements for a graywater system.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:39\">74:53:01:39</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Requirements for vault privies.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:40\">74:53:01:40</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Requirements for unconventional systems.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:41\">74:53:01:41</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Disposal of septage.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:42\">74:53:01:42</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Secretary authorized to inspect on-site\r\nwastewater systems.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:43\">74:53:01:43</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Protection of potable water supply.</p>\r\n\r\n<p><a href=\"DisplayRule.aspx?Rule=74:53:01:44\">74:53:01:44</a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Variances.</p>\r\n\r\n\r\n\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:01 Definitions.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:01\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:01 Definitions.\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Generator content=\"Microsoft Word 15 (filtered)\">\r\n<style>\r\n<!--\r\n /* Font Definitions */\r\n @font-face\r\n\t{font-family:\"Cambria Math\";\r\n\tpanose-1:2 4 5 3 5 4 6 3 2 4;}\r\n@font-face\r\n\t{font-family:Times;\r\n\tpanose-1:2 2 6 3 5 4 5 2 3 4;}\r\n /* Style Definitions */\r\n p.MsoNormal, li.MsoNormal, div.MsoNormal\r\n\t{margin:0in;\r\n\tfont-size:10.0pt;\r\n\tfont-family:\"Times\",serif;}\r\n.MsoChpDefault\r\n\t{font-size:10.0pt;}\r\n@page WordSection1\r\n\t{size:8.5in 11.0in;\r\n\tmargin:1.0in 1.25in 1.0in 1.25in;}\r\ndiv.WordSection1\r\n\t{page:WordSection1;}\r\n-->\r\n</style>\r\n\r\n</head>\r\n\r\n<body lang=EN-US link=blue vlink=purple style='word-wrap:break-word'>\r\n\r\n<div class=WordSection1>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:01.&nbsp;&nbsp;Definitions.</b>\r\nWords defined in SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-2\">34A-2-2</A> have the same meaning when used in this chapter. In addition, terms used in this chapter mean:</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;&quot;AWWA,&quot;\r\nAmerican Water Works Association;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;&quot;Absorption\r\nbed,&quot; a subsurface absorption system which consists of excavations wider\r\nthan 3 feet each, containing a minimum depth of 12 inches of clean aggregate,\r\ntogether with a system of absorption lines, through which effluent may seep or\r\nleach into the surrounding soils;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;&quot;Absorption\r\nfield,&quot; the soil or soils through which wastewater from an absorption\r\nsystem percolates;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (4)&nbsp;&nbsp;&quot;Absorption\r\nline,&quot; a perforated or open-jointed pipe that is installed in a covered\r\ntrench or bed for the purpose of distributing wastewater to the surrounding\r\nsoils through the perforations or the spaces between sections of the pipe;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (5)&nbsp;&nbsp;&quot;Absorption\r\nsystem,&quot; a system which utilizes absorption lines in trenches or beds to\r\ndistribute wastewater to adjacent soils in an absorption field;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (6)&nbsp;&nbsp;&quot;Absorption\r\ntrench,&quot; a long, narrow excavation made in soil for the placement of an\r\nabsorption line;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (7)&nbsp;&nbsp;&quot;Adequate\r\nwastewater treatment,&quot; the dispersal of wastewater in a manner which does\r\nnot cause pollution of ground or surface waters or create a public health\r\nproblem or odors;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (8)&nbsp;&nbsp;&quot;Aerobic\r\nwastewater treatment system,&quot; a method of wastewater treatment utilizing\r\nthe principle of oxidation in the biological decomposition of wastewater by\r\neither introducing air into the wastewater or allowing surface absorption of\r\nair into the wastewater;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (9)&nbsp;&nbsp;&quot;Alternative\r\nwater-carriage system,&quot; an on-site wastewater treatment system, other than\r\na conventional septic tank and absorption system, designed to provide adequate\r\nwastewater treatment;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (10)&nbsp;&nbsp;&quot;Biological\r\ndecomposition toilet,&quot; a toilet for human excreta which treats waste\r\nbiologically through a process of aerobic decomposition;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (11)&nbsp;&nbsp;&quot;Building\r\nor facility sewer,&quot; that part of a drainage system extending from a\r\nbuilding or facility which conveys wastes discharged from the building or\r\nfacility to a public or individual wastewater treatment system;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (12)&nbsp;&nbsp;&quot;Cesspool,&quot;\r\na covered underground receptacle which receives untreated domestic wastewater\r\nand permits the untreated domestic wastewater to seep into the surrounding\r\nsoils;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (13)&nbsp;&nbsp;&quot;Chemical\r\ntoilet,&quot; a toilet constructed to accept and discharge human excreta into a\r\ndeodorizing and liquifying chemical solution contained in a watertight tank\r\nwithout the use of water as a transport medium;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (14)&nbsp;&nbsp;&quot;Cistern,&quot;\r\na watertight underground receptacle of nontoxic material designed for the\r\nstorage of potable water;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (15)&nbsp;&nbsp;&quot;Conventional\r\nindividual on-site wastewater system,&quot; an individual on-site wastewater\r\nsystem composed of a septic tank followed by an absorption system;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (16)&nbsp;&nbsp;&quot;Department,&quot;\r\nthe South Dakota Department of </span><span style='font-size:12.0pt;font-family:\r\n\"Times New Roman\",serif'>Agriculture</span><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'> and Natural Resources;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (17)&nbsp;&nbsp;&quot;Dispersal\r\nsystem,&quot; a system for the distribution of effluent by such methods as\r\ntranspiration, evapotranspiration, or soil absorption;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (18)&nbsp;&nbsp;&quot;Distribution\r\nbox,&quot; a watertight chamber below the outlet level of a septic tank or\r\npretreatment unit from which effluent is distributed evenly to various portions\r\nof an absorption system;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (19)&nbsp;&nbsp;&quot;Domestic\r\nwastewater,&quot; &quot;domestic sewage,&quot; waste, other than industrial\r\nwastes, derived from premises such as houses, trailer courts, commercial\r\nbuildings, and institutions;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (20)&nbsp;&nbsp;&quot;Dosing\r\nchamber,&quot; a tank that stores pretreated wastewater for periodic\r\npressurized discharges to mounds or absorption fields;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (21)&nbsp;&nbsp;&quot;Effluent,&quot;\r\nthe partially or completely treated liquid waste discharge from a wastewater\r\ntreatment system;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (22)&nbsp;&nbsp;&quot;Evapotranspiration\r\nsystem,&quot; an imperviously lined dispersal system that uses a process of\r\nevaporation and plant transpiration to withdraw water from the soil;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (23)&nbsp;&nbsp;&quot;Experimental\r\nsystem,&quot; a new device or design which needs further testing to provide\r\ninformation before approval;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (24)&nbsp;&nbsp;&quot;Graywater,&quot;\r\nthe wastewater generated by water-using fixtures and appliances which do not\r\ndischarge garbage or urinary or fecal wastes;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (25)&nbsp;&nbsp;&quot;Graywater\r\nsystem,&quot; a wastewater system designed to recycle or treat wastes from\r\nsinks, lavatories, tubs, showers, washers, or other devices which do not\r\ndischarge garbage or urinary or fecal wastes;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (26)&nbsp;&nbsp;&quot;Grease\r\ninterceptor,&quot; an outdoor unit similar to a septic tank, used to remove\r\nexcessive amounts of grease and oils, by flotation, that may interfere with\r\nsubsequent treatment of the waste;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (27)&nbsp;&nbsp;&quot;Groundwater\r\ntable,&quot; the upper surface of a groundwater aquifer in the zone of\r\nsaturation of a geologic formation;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (28)&nbsp;&nbsp;&quot;Holding\r\ntank,&quot; a watertight, covered receptacle which is designed to receive and\r\nstore the discharge of domestic wastewater and is accessible for periodic\r\nremoval of its contents;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (29)&nbsp;&nbsp;&quot;Incinerator\r\ntoilet,&quot; a waste disposal system which uses natural gas, propane, or\r\nelectricity to incinerate wastes;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (30)&nbsp;&nbsp;&quot;Individual\r\non-site wastewater system,&quot; a system or facility for treating,\r\nneutralizing, stabilizing, or dispersing wastes from one source;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (31)&nbsp;&nbsp;&quot;Invert\r\nelevation,&quot; the lowest portion of the inside of any horizontal pipe;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (32)&nbsp;&nbsp;&quot;Mechanical\r\nwastewater treatment plants,&quot; aerobic systems and package treatment\r\nplants;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (33)&nbsp;&nbsp;&quot;Mottling,&quot;\r\nthe spots or blotches of a different color or shades of color interspersed with\r\nthe dominant color of the soil that usually indicate that the soil is\r\nseasonally saturated;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (34)&nbsp;&nbsp;&quot;No dak\r\nsystem,&quot; &quot;mound system,&quot; a shallow wastewater dispersal system\r\nconstructed partially aboveground which uses plant transpiration and soil\r\nabsorption for final treatment of wastes;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (35)&nbsp;&nbsp;&quot;On-site\r\nwastewater system,&quot; a system designed to contain, distribute, or treat\r\nwastewater on or near the location where the wastewater is generated, including\r\nsewers, septic tanks, absorption fields, No dak systems, seepage pits, vault\r\nprivies, holding tanks, subsurface sand filters, graywater systems, pumping\r\nstations, dosing chambers, and related equipment;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (36)&nbsp;&nbsp;&quot;Owner,&quot;\r\na person who is the owner of record of the land on which an individual or small\r\non-site wastewater system is to be or has been designed, constructed,\r\ninstalled, altered, extended, or operated;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (37)&nbsp;&nbsp;&quot;Package\r\ntreatment plants,&quot; small or scaled-down versions of municipal wastewater\r\ntreatment works which are generally assembled and shipped as complete\r\nmechanical units by the manufacturer;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (38)&nbsp;&nbsp;&quot;Percolation\r\ntest,&quot; a soil test at the depth of a proposed absorption system to\r\ndetermine the water absorption capability of the soil, the results of which are\r\nnormally expressed as the rate at which one inch of water is absorbed over an interval\r\nof time;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (39)&nbsp;&nbsp;&quot;Pit\r\nprivy,&quot; a structure which allows for disposal of human excreta into a pit\r\nin the soil where a portion of the waste is dispersed by seepage into the\r\nsurrounding soil;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (40)&nbsp;&nbsp;&quot;Plastic\r\nlimit,&quot; the soil condition at which soil can easily be rolled into a wire\r\nor thread 1/8 inch in diameter;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (41)&nbsp;&nbsp;&quot;Platted,&quot;\r\na parcel of land that has been plotted and filed with a local governmental\r\nauthority;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (42)&nbsp;&nbsp;&quot;Potable\r\nwater,&quot; waste that does not contain objectionable pollution,\r\ncontamination, minerals, or infective agents and is considered satisfactory for\r\ndomestic consumption;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (43)&nbsp;&nbsp;&quot;Private\r\nwater system,&quot; a water supply system that provides water for human\r\nconsumption to fewer than 15 service connections, that regularly serves fewer\r\nthan 25 individuals, or that serves 25 or more individuals for no more than 60\r\ndays per year;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (44)&nbsp;&nbsp;&quot;Public\r\nwastewater system,&quot; a facility for the treatment of wastewater owned by\r\nthe state or any of its political subdivisions;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (45)&nbsp;&nbsp;&quot;Public\r\nwater system,&quot; a water supply system that provides water for human\r\nconsumption to 15 or more service connections or that serves an average of 25\r\nor more individuals for 60 or more days per year;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (46)&nbsp;&nbsp;&quot;Receptacle,&quot;\r\na tank, basin, cistern, grease interceptor, or reservoir for the containment of\r\nwater or wastes or both;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (47)&nbsp;&nbsp;&quot;Sand,&quot;\r\na soil texture composed by weight of at least 25 percent of very coarse,\r\ncoarse, and medium sand varying in size from 2.0 to 0.25 millimeters, less than\r\n50 percent of fine or very fine sand varying in size from 0.25 to 0.05\r\nmillimeters, and no more than 10 percent of particles smaller than 0.05\r\nmillimeters;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (48)&nbsp;&nbsp;&quot;Seasonal\r\nhigh groundwater table,&quot; the highest elevation or level to which a soil is\r\nsaturated for a week or more as observed as a free water surface in an unlined\r\nhole or to which it has been previously saturated as indicated by mottling,\r\nwhichever is higher;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (49)&nbsp;&nbsp;&quot;Secretary,&quot;\r\nthe secretary of the Department of </span><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>Agriculture</span><span style='font-size:\r\n12.0pt;font-family:\"Times New Roman\",serif'> and Natural Resources or the secretary's\r\nauthorized representative;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (50)&nbsp;&nbsp;&quot;Sedimentation\r\ntank,&quot; a watertight basin or tank in which liquid waste containing\r\nsettleable solids and suspended matter are retained for removal by gravity;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (51)&nbsp;&nbsp;&quot;Seepage\r\npit,&quot; a subsurface absorption device which consists of a covered\r\nexcavation no deeper than 4 feet with open-jointed walls through which\r\neffluent, after primary treatment, may seep or leach into the surrounding soil;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (52)&nbsp;&nbsp;&quot;Septage,&quot;\r\nthe liquid and solid material pumped from a septic tank, cesspool, or similar\r\ndomestic sewage treatment system, or a holding tank when the system is cleaned\r\nor maintained;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (53)&nbsp;&nbsp;&quot;Septic\r\ntank,&quot; a watertight, accessible, covered receptacle which receives\r\ndomestic wastewater from a building or facility sewer, allows solids to settle\r\nfrom the liquid, provides digestion for organic solids, stores digested solids\r\nthrough a period of retention, and allows clarified liquid to discharge to\r\nadditional treatment works for final treatment and dispersal;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (54)&nbsp;&nbsp;&quot;Serial\r\ndistribution,&quot; an arrangement of absorption trenches or beds which retains\r\neffluent in each component so as to utilize the total effective absorption area\r\nof each component before allowing the effluent to flow into a succeeding\r\ncomponent;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (55)&nbsp;&nbsp;&quot;Shallow\r\nwastewater system,&quot; a type of absorption system that relies primarily upon\r\nevapotranspiration rather than percolation for final treatment of wastes;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (56)&nbsp;&nbsp;&quot;Small\r\non-site wastewater system,&quot; a system or device for the collection,\r\nstorage, treatment, neutralization, stabilization, and dispersal of wastewater\r\nfrom dwellings or other facilities which serve 30 or fewer individuals or\r\nproduce 7,500 gallons or less of wastewater per day;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (57)&nbsp;&nbsp;&quot;Soil\r\nhorizon,&quot; a layer of soil or soil material approximately parallel to the\r\nland surface and differing from adjacent genetically related layers in\r\nphysical, chemical, and biological properties or characteristics such as color,\r\nstructure, texture, consistency, and pH;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (58)&nbsp;&nbsp;&quot;Stabilization\r\npond,&quot; a diked basin which retains wastewater for evaporation or final\r\ntreatment before discharge of liquid effluent;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (59)&nbsp;&nbsp;&quot;Suitable\r\nsoil,&quot; a soil which acts as an effective filter in the removal of\r\norganisms and suspended solids before the effluent reaches any highly permeable\r\nearth formations such as joints in bedrock, gravels, or very coarse soils;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (60)&nbsp;&nbsp;&quot;Unconventional\r\nsystem,&quot; a system or device, such as a compost unit, vault privy, or\r\nchemical toilet, which receives and treats human excreta without the use of\r\nwater as a transport medium;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (61)&nbsp;&nbsp;&quot;Underground\r\ndispersal,&quot; a subsurface infiltration system for the absorption of\r\nwastewater by adjacent soils and vegetation;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (62)&nbsp;&nbsp;&quot;Vault\r\nprivy,&quot; a structure which allows for disposal of human excreta into a\r\nwatertight vault, provides privacy and shelter, and prevents access to the\r\nexcreta by flies, rodents, and other animals;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (63)&nbsp;&nbsp;&quot;Water-carriage\r\nwastewater system,&quot; a system which transports wastes from buildings or\r\nother facilities hydraulically by the use of water in a piping system; and</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (64)&nbsp;&nbsp;&quot;Water\r\nsupply system,&quot; a system of pipes and other structures through which water\r\nis obtained and distributed for consumption from springs, wells and well\r\nstructures, intakes and cribs, pumping stations, treatment plants, reservoirs, storage\r\ntanks, cisterns, and related appurtenances.</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2,\r\neffective July 18, 1985; 13 SDR 129, 13 SDR 141, effective July 1, 1987;\r\ntransferred from &#167;&nbsp;74:03:01:38, July 1, 1996; 23 SDR 180, effective April\r\n30, 1997; SL 2021, ch 1, &#167;&#167; 8, 19, effective April 19, 2021.</span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-123\">34A-2-123.</A></span></p>\r\n\r\n<p class=MsoNormal style='text-align:justify'><span style='font-size:12.0pt;\r\nfont-family:\"Times New Roman\",serif'>&nbsp;</span></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:02 Compliance with wastewater system requirements.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:02\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:02 Compliance with wastewater system requirements.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:02.&nbsp;&nbsp;Compliance with\r\nwastewater system requirements.</b> No person may install, construct, or\r\noperate a wastewater treatment or dispersal system or any other system for the\r\ntreatment or disposal of human excreta which does not meet the requirements of\r\nthis chapter.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:39, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:03 Review of plans and specifications prior to construction.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:03\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:03 Review of plans and specifications prior to construction.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:03.&nbsp;&nbsp;Review of plans and\r\nspecifications prior to construction.</b> Plans and specifications for\r\nall installations which receive human excreta, other than a conventional\r\nindividual on-site wastewater system, must be submitted to the secretary for\r\nreview and approval prior to construction. Installation and operation of these\r\nsystems shall be in accordance with the approved plans and specifications. A\r\nconventional individual on-site wastewater system may be designed and installed\r\nin accordance with this chapter without submission of project plans and\r\nspecifications to the secretary for review and approval. Where deviation from\r\nthis chapter is desired by the owner, the proposed deviation shall be submitted\r\nto the secretary for review and approval in accordance with chapter 74:53:03\r\nalong with plans, specifications, and supporting information prepared by a\r\nregistered professional engineer or licensed plumber.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:40, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-29\">34A-2-29.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:04 Existing systems not affected by this chapter -- Exceptions.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:04\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:04 Existing systems not affected by this chapter -- Exceptions.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:04.&nbsp;&nbsp;Existing systems not\r\naffected by this chapter -- Exceptions.</b> On-site wastewater systems\r\nexisting prior to February 28, 1975, are not subject to this chapter unless the\r\nsystems are changed, the systems cause the groundwater to become polluted, or\r\nthe systems are allowing wastewater to surface. Abandoned wastewater systems\r\nare not exempt from this chapter and shall be abandoned in accordance with\r\n§&nbsp;74:53:01:11.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:41, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:05 Existing subdivisions and developments exempted from lot size requirements -- Proviso.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:05\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:05 Existing subdivisions and developments exempted from lot size requirements -- Proviso.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:05.&nbsp;&nbsp;Existing subdivisions\r\nand developments exempted from lot size requirements -- Proviso.</b>\r\nHousing subdivisions and housing developments platted before February 28, 1975,\r\nare exempt from the lot size requirements of §&nbsp;74:53:01:16 provided compliance\r\nwith other provisions of this chapter can be achieved.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:42, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:06 On-site wastewater systems to comply with rules.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:06\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:06 On-site wastewater systems to comply with rules.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:06.&nbsp;&nbsp;On-site wastewater\r\nsystems to comply with rules.</b> All on-site wastewater systems\r\ndesigned for the reception and treatment of wastewater from premises including\r\nbut not limited to homes, trailer courts, commercial establishments,\r\nbusinesses, parks, and institutions where public wastewater collection and\r\ntreatment systems are not available, constructed after February 28, 1975, shall\r\nbe constructed, added to, and altered in accordance with this chapter. No\r\non-site wastewater system, regardless of when constructed may cause a violation\r\nof any existing water quality standard, cause a health hazard, or fail to meet\r\nthe requirements of §§&nbsp;74:53:01:08 to 74:53:01:13, inclusive.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:43, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:07 On-site wastewater systems prohibited when public wastewater systems are available.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:07\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:07 On-site wastewater systems prohibited when public wastewater systems are available.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:07.&nbsp;&nbsp;On-site wastewater\r\nsystems prohibited when public wastewater systems are available.</b> No\r\nperson may construct, install, or operate an on-site wastewater system where a\r\npublic wastewater system is available. A public wastewater system is considered\r\navailable to premises under the following circumstances:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;The\r\nstructure or wastewater system is located within the jurisdictional boundaries\r\nof a municipality or sanitary district;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;The\r\nsewer collection system of the public entity exists within 400 feet of the\r\nhome, trailer court, commercial establishment, business, park, or institution;\r\nand</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;The\r\nmunicipality or sanitary district requests to provide service to the premises.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13 SDR\r\n141, effective July 1, 1987; transferred from §&nbsp;74:03:01:44, July 1, 1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:08 Wastewater to receive primary treatment prior to discharge to absorption system.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:08\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:08 Wastewater to receive primary treatment prior to discharge to absorption system.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:08.&nbsp;&nbsp;Wastewater to receive\r\nprimary treatment prior to discharge to absorption system.</b>\r\nWastewater shall pass through a septic tank, sedimentation tank, or aerobic\r\nsystem prior to discharge to an absorption system.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:45, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:09 Types of treatment available to water-carriage wastewater systems.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:09\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:09 Types of treatment available to water-carriage wastewater systems.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:09.&nbsp;&nbsp;Types of treatment\r\navailable to water-carriage wastewater systems.</b> An individual or\r\nsmall on-site water-carriage wastewater system may use any of the following\r\ntypes of treatment:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;A\r\nconventional system consisting of a septic tank with a soil absorption system;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;An\r\naerobic treatment unit utilizing a sedimentation\r\nprocess in conjunction with a soil absorption system;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;A\r\nseptic tank with an evapotranspiration, an evapotranspiration-absorption, or a\r\nmound system;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (4)&nbsp;&nbsp;A\r\nholding tank;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (5)&nbsp;&nbsp;A\r\nseptic tank with a graywater system; or</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (6)\r\n&nbsp;Stabilization ponds, if plans and specifications are prepared, submitted,\r\nand approved in accordance with chapter 74:53:03.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:46, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-29\">34A-2-29.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:10 Unconventional systems to be used when water or electrical systems unavailable.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:10\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:10 Unconventional systems to be used when water or electrical systems unavailable.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:10.&nbsp;&nbsp;Unconventional systems\r\nto be used when water or electrical systems unavailable.</b> Vault\r\nprivies, chemical toilets, incinerator toilets, or composting units shall be\r\nused when a water or electrical system is not available. With the exception of\r\nvault privies, all unconventional systems are considered experimental systems,\r\nand plans and specifications shall be submitted to the secretary for approval\r\nas an experimental system prior to installation.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:47, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:11 Abandoned systems to be disconnected, plugged, dismantled, pumped, removed, and filled.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:11\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:11 Abandoned systems to be disconnected, plugged, dismantled, pumped, removed, and filled.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:11.&nbsp;&nbsp;Abandoned systems to\r\nbe disconnected, plugged, dismantled, pumped, removed, and filled.</b>\r\nAbandoned wastewater systems shall be disconnected from buildings or\r\nfacilities, pipes plugged, and receptacles dismantled or removed; and any void\r\nspace in which such receptacles were contained shall be filled with soil.\r\nBefore filling, receptacle contents shall be pumped out and disposed of in\r\naccordance with §&nbsp;74:53:01:41.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:48, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:12 Wastewater not allowed to surface on ground or enter state waters -- Exception.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:12\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:12 Wastewater not allowed to surface on ground or enter state waters -- Exception.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:12.&nbsp;&nbsp;Wastewater not allowed\r\nto surface on ground or enter state waters -- Exception.</b> No person\r\nmay allow wastewater from an on-site system to be deposited upon the ground\r\nsurface, nor may any person operate an on-site wastewater system which allows\r\nwastewater to surface upon the ground or enter any waters of the state.\r\nGraywater systems are exempt from this requirement in locations where they will\r\nnot create a public nuisance or enter any waters of the state.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:49, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-22\">34A-2-22.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:13 Wastewater not to be discharged into unused wells, gravel pits, or rock formations.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:13\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:13 Wastewater not to be discharged into unused wells, gravel pits, or rock formations.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:13.&nbsp;&nbsp;Wastewater not to be\r\ndischarged into unused wells, gravel pits, or rock formations.</b>\r\nWastewater, treated or untreated, shall not be discharged into any abandoned or\r\nunused well, nor shall it be discharged into any crevice, sinkhole, gravel pit,\r\nor naturally fissured rock formation, such as limestone.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:50, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:14 On-site wastewater treatment system design and type considerations.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:14\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:14 On-site wastewater treatment system design and type considerations.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:14.&nbsp;&nbsp;On-site wastewater\r\ntreatment system design and type considerations.</b> The designer of\r\neach on-site wastewater treatment system must take into consideration the\r\ndistance from any producing water well to the proposed septic tank and\r\nabsorption system, the slope of the site and the gradient from any producing\r\nwater well to the wastewater treatment system, the seasonal high groundwater\r\ntable, the groundwater table, the percolation rate, the lot size, and the type\r\nand maximum daily wastewater flow to be treated by the wastewater treatment\r\nsystem.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:51, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:15 Separation required above groundwater or geological formations.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:15\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:15 Separation required above groundwater or geological formations.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:15.&nbsp;&nbsp;Separation required\r\nabove groundwater or geological formations.</b> There shall be at least\r\n4 feet of soil between an absorption bed, trench, or seepage pit bottom, the\r\nlowest construction joint on a septic tank, or any other component of a subsurface\r\nabsorption system and the seasonal high groundwater table, groundwater table,\r\nrock formations, or impervious soil strata. Absorption systems shall not be\r\nconstructed in soils rated as having severe or very severe limitations for\r\nunderground dispersal by the soil conservation service, U.S. department of\r\nagriculture, unless that limitation is not present as shown by field\r\ninvestigation or unless prior written approval is granted by the secretary.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:52, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:16 Minimum lot size required.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:16\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:16 Minimum lot size required.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:16.&nbsp;&nbsp;Minimum lot size\r\nrequired.</b> A water-carriage wastewater system may not be installed or\r\noperated on a lot which is smaller than 20,000 square feet in surface area. A\r\nwater-carriage wastewater system may not be installed or operated on a lot which\r\nis smaller than 43,560 square feet (1 acre) when potable water is supplied by a\r\nprivate water supply system located on the lot. A water-carriage wastewater\r\ntreatment system may be installed and operated on a lot which is 20,000 square\r\nfeet in surface area or larger if the requirements of §</font>&nbsp;<font\r\nsize=3 face=\"Times New Roman\">74:53:01:19 are met and the premises are\r\nsupplied by a public water supply system, a private water supply system not\r\nlocated on the lot, or by hauling and storage of potable water in a cistern.\r\nThe requirements of this section do not apply if wastewater is emptied into a\r\nholding tank or an unconventional system is used.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:53, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:17 Drainage not to enter wastewater systems.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:17\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:17 Drainage not to enter wastewater systems.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:17.&nbsp;&nbsp;Drainage not to enter\r\nwastewater systems.</b> Drainage and runoff from footings, roofs, and\r\ngroundwater sump pumps shall not be allowed to enter an on-site wastewater\r\nsystem. Absorption systems shall be located and designed so that surface runoff\r\nfrom drainage ways will not flow into or over the system. Absorption systems\r\nmay not be located in floodplains without prior written approval of the\r\nsecretary.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:54, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:18 Cesspools and pit privies prohibited.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:18\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:18 Cesspools and pit privies prohibited.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:18.&nbsp;&nbsp;Cesspools and pit\r\nprivies prohibited.</b> The construction of a cesspool or a pit privy is\r\nprohibited. The operation of a cesspool or a pit privy constructed after\r\nFebruary&nbsp;28, 1975, is prohibited.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:55, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:19 Distance between on-site wastewater system components and pertinent ground features.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:19\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:19 Distance between on-site wastewater system components and pertinent ground features.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:19.&nbsp;&nbsp;Distance between on-site wastewater system\r\ncomponents and pertinent ground features.</b> All on-site wastewater\r\nsystem components shall be located and maintained in accordance with minimum\r\ndistance requirements from pertinent ground and terrain features on or near the\r\nsite of the system. The minimum required horizontal distances, in feet, between\r\nsystem components and pertinent ground features are shown in Table 1 as\r\nfollows:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<h1><b><font size=3 face=\"Times New Roman\">TABLE 1</font></b></h1>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<div align=center>\r\n\r\n<table border=0 cellspacing=0 cellpadding=0>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=315 colspan=7 valign=top>\r\n  <h3><font size=3 face=\"Times New Roman\">Ground and Terrain Features</font></h3>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <h2><u><font size=3 face=\"Times New Roman\">Wastewater System Components</font></u></h2>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">(A)</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">(B)</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">(C)</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">(D)</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">(E)</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">(F)</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">(G)</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">Septic tank, aerobic system,</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">75</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">25</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">or holding tank</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">Absorption field, mound,</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">100</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">150</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">100</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">100</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">25</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">20</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">evapotranspiration, seepage</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">pit, or graywater system</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">Sewer lines of tightly-jointed</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">75</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">0</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">0</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">tile or equivalent material</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">Sewer lines—materials, construction.</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">30</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">30</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">25</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">3</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">0</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">0</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">and testing comply with</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">AWWA standards for water mains</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=269 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">Unconventional systems</font></p>\r\n  </td>\r\n  <td width=46 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=47 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">75</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=52 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n  <td width=45 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">25</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">0</font></p>\r\n  </td>\r\n  <td width=37 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n </tr>\r\n</table>\r\n\r\n</div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (A)</font>\r\n<font size=3 face=\"Times New Roman\">=</font> <font size=3\r\nface=\"Times New Roman\">Wells over 100 feet deep</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (B)</font>\r\n<font size=3 face=\"Times New Roman\">=</font> <font size=3\r\nface=\"Times New Roman\">Wells less than 100 feet deep, springs, or water\r\nsuction lines</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (C)</font>\r\n<font size=3 face=\"Times New Roman\">=</font> <font size=3\r\nface=\"Times New Roman\">Cisterns or reservoirs</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (D)</font>\r\n<font size=3 face=\"Times New Roman\">=</font> <font size=3\r\nface=\"Times New Roman\">High-water line of lakes, streams, or\r\nimpoundments (meandered or ordinary, whichever is higher)</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (E)</font>\r\n<font size=3 face=\"Times New Roman\">=</font> <font size=3\r\nface=\"Times New Roman\">Pressurized water lines</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (F)</font>\r\n<font size=3 face=\"Times New Roman\">=</font> <font size=3\r\nface=\"Times New Roman\">Dwelling or occupied building</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (G)</font>\r\n<font size=3 face=\"Times New Roman\">=</font> <font size=3\r\nface=\"Times New Roman\">Property line - all sides</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:56, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>References:</b> <b>AWWA Standard C600-82,\r\nStandard for Installation of Ductile-Iron Water Mains and Their Appurtenances</b>,\r\n1982 copyright, 18 pages, is published by the American Water Works Association.\r\nCopies may be obtained from the American Water Works Association, 6666 West\r\nQuincy Avenue, Denver, Colorado 80235. The price is $8.50.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>AWWA Standard C603-78, Standard for Installation of Asbestos-Cement\r\nPressure Pipe</b>, 1978 copyright, 9 pages, is published by the American\r\nWater Works Association. Copies may be obtained from the American Water Works\r\nAssociation, 6666 West Quincy Avenue, Denver, Colorado 80235. The price is\r\n$6.50.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:20 Wastewater flow capacity requirements of residential and nonresidential establishments.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:20\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:20 Wastewater flow capacity requirements of residential and nonresidential establishments.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:20.&nbsp;&nbsp;Wastewater flow capacity requirements of\r\nresidential and nonresidential establishments.</b> All individual or\r\nsmall on-site wastewater treatment systems shall be designed to have a capacity\r\nat least equal to the anticipated maximum daily flow. For existing facilities\r\nwhere the average daily flow is measured, the anticipated maximum daily\r\nwastewater flow shall be assumed to be 150 percent of the average daily flow as\r\nthe basis for the design of the system. In other cases, the anticipated maximum\r\ndaily flow capacity shall be determined according to the type of facility as\r\nset forth in Table 2.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<h1><b><font size=3 face=\"Times New Roman\">TABLE 2</font></b></h1>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<table border=0 cellspacing=0 cellpadding=0>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <h1 align=left><b><u><font\r\n  size=3 face=\"Times New Roman\">Maximum Daily Flow</font></u></b></h1>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">Gallons/Person/Day</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <h6><b><font size=3 face=\"Times New Roman\">Residential</font></b></h6>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><u><font size=3\r\n  face=\"Times New Roman\">{*Gallons/Unit/Day}</font></u></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Boarding\r\n  Houses (with food service)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Hotels\r\n  and Motels (without private baths)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">40</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Hotels\r\n  and Motels (with private baths)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Luxury\r\n  Residences and Estates</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">150</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Mobile\r\n  Home Parks (minimum of 3.5 persons)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">75</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Mobile\r\n  Home Parks (per space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*250</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Motels\r\n  (with private baths and kitchenettes or laundry)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">60</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Multiple\r\n  Family Dwellings or Apartments</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">75</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Rooming\r\n  Houses (rooms with baths)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">40</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Single\r\n  Family Dwellings (minimum of 3.5 persons, or</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">120 gallons per bedroom, whichever is greater)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">75</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><b><font size=3\r\n  face=\"Times New Roman\">Commercial</font></b></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Airport\r\n  (per passenger, without food service)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">5</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Airport\r\n  (per public toilet room)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*500</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Automobile\r\n  Service Station (per toilet room)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*500</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Automobile\r\n  Service Station (per vehicle served)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*10</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Bars\r\n  and Cocktail Lounges (per patron)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">2</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Bars\r\n  and Cocktail Lounges (per seat)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*20</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Bus\r\n  Stations (without food service)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">5</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Commercial\r\n  Employees (except factory, plant, or office)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Factories\r\n  and Plants (exclusive of industrial waste)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">35</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Laundries,\r\n  Self Service (per washer)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*600</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Offices\r\n  (per employee)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">15</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Restaurants\r\n  (kitchen wastes per patron)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">3</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Restaurants,\r\n  on Interstate or Through Highways (per seat)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*180</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Restaurants,\r\n  (per seat)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*35</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Restaurants\r\n  (toilet and kitchen wastes per patron)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Restaurants\r\n  (with paper service per patron)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">1.5</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Shopping\r\n  Centers (per parking space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">2</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Stores\r\n  (per public toilet room)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*500</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Theaters,\r\n  Drive-in (not including food, per car space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*10</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Theaters,\r\n  Movie, Auditorium Type (not including food,</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">per seat)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*5</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Work\r\n  or Construction Camps (semipermanent, with flush</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">toilets)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Work\r\n  or Construction Camps (semipermanent, without</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">flush toilets)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">25</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><b><font size=3\r\n  face=\"Times New Roman\">Institutional</font></b></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Hospitals\r\n  (per bed space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">250</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Institutional\r\n  and School Employees</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">15</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Institutions\r\n  Other Than Hospitals (per bed space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">125</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Nursing\r\n  or Rest Homes (per bed space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">100</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Schools,\r\n  Boarding</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">100</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Schools,\r\n  Day (without cafeteria, gym, or showers)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">15</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Schools,\r\n  Day (with cafeteria, but not gym or showers)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">20</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Schools,\r\n  Day (with cafeteria, gym, and showers)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">25</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><b><font size=3\r\n  face=\"Times New Roman\">Recreational,\r\n  Seasonal, or Other</font></b></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Assembly\r\n  or Dance Halls</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">2</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Bowling\r\n  Alleys (per lane)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*75</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Bowling\r\n  Alleys (with restaurant, per lane)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*100</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Cabins,\r\n  Resort</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">60</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Campgrounds,\r\n  Developed</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">30</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Camps,\r\n  Day (no meals served)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">15</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Camps,\r\n  Luxury Resort</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">125</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Churches\r\n  (per sanctuary seat)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*5</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Churches\r\n  (with kitchens, per sanctuary seat)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*7</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Cottages\r\n  and Small Dwellings (seasonal occupancy)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">50</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Country\r\n  Clubs, Employees</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">15</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Country\r\n  Clubs (per guest)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">25</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Country\r\n  Clubs (per resident member)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">100</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Interstate\r\n  Rest Areas</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">5</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Parks,\r\n  Picnic (toilet waste only)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">5</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Parks,\r\n  Picnic (with bath houses, showers, and flush</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">toilets)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">15</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Parks,\r\n  Travel Trailer (with individual water and sewer</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">hook-ups, per space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*100</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Parks,\r\n  Travel Trailer (without individual water and</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">sewer hook-ups, per space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*50</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Parks\r\n  (with central toilet and shower facilities, per space)</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">*75</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Store,\r\n  Resort</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">3</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Swimming\r\n  Pools with Bath Houses</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">10</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=427 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Visitor\r\n  Center</font></p>\r\n  </td>\r\n  <td width=180 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">5</font></p>\r\n  </td>\r\n </tr>\r\n</table>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:57, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:21 Alternative method of determining wastewater flow capacity requirements for commercial or public service establishments.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:21\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:21 Alternative method of determining wastewater flow capacity requirements for commercial or public service establishments.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:21.&nbsp;&nbsp;Alternative method of\r\ndetermining wastewater flow capacity requirements for commercial or public\r\nservice establishments.</b> In lieu of calculating the wastewater flow\r\ncapacity required pursuant to §&nbsp;74:53:01:20, Table 3 may be used to\r\ndetermine wastewater flow capacity for specific commercial or public service\r\nestablishments when the amount of usage cannot be accurately determined. Flow\r\nprojections expressed as gallons per day (gpd) shall be calculated by\r\nmultiplying total floor area in square feet of the commercial or public service\r\nestablishment by the statistical factor given in Table 3.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p align=center><b><font size=3 face=\"Times New Roman\">TABLE 3</font></b></p>\r\n\r\n<p align=center><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<div align=center>\r\n\r\n<table border=0 cellspacing=0 cellpadding=0>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><u><font size=3 face=\"Times New Roman\">Establishment</font></u></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <h5><b><u><font\r\n  size=3 face=\"Times New Roman\">Statistical Factor</font></u></b></h5>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Banks</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.04</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Barber\r\n  Shops</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.20</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Beauty\r\n  Salons</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.20</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Car\r\n  Wash without Recycling Equipment</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">4.90</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Department\r\n  Store with Lunch Counter</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.08</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Department\r\n  Store without Lunch Counter</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.04</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Drug\r\n  Stores</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.13</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Dry\r\n  Goods Stores</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.05</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Hotels</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.25</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Laundries\r\n  and Cleaners</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.31</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Laundromats</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">3.68</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Medical\r\n  Office Buildings</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.62</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Motels</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.23</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Office\r\n  Buildings</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.09</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Retail\r\n  Stores</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.05</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Service\r\n  Stations</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.18</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Shopping\r\n  Centers</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.18</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Supermarkets</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.20</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=392 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Warehouses</font></p>\r\n  </td>\r\n  <td width=148 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.03</font></p>\r\n  </td>\r\n </tr>\r\n</table>\r\n\r\n</div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §</font> <font size=3\r\nface=\"Times New Roman\">74:03:01:58, July 1, 1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:22 Alternative method of determining wastewater flow capacity requirements for public parks and marinas.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:22\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:22 Alternative method of determining wastewater flow capacity requirements for public parks and marinas.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:22.&nbsp;&nbsp;Alternative method of\r\ndetermining wastewater flow capacity requirements for public parks and marinas.</b>\r\nIn lieu of calculating the wastewater flow capacity required pursuant to\r\n§&nbsp;74:53:01:20, Table 4 may be used to determine wastewater flow capacity\r\nfor public parks and marinas when the usage cannot be accurately determined.\r\nFlow projections, expressed as gallons per fixture per hour, are based on the\r\nrelated statistical flow figures per unit of plumbing fixture. To determine the\r\nflow capacity of the system, multiply the number of hours the facility is open\r\nby the flow figure for each fixture available as given in Table 4.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<h1><b><font size=3 face=\"Times New Roman\">TABLE 4</font></b></h1>\r\n\r\n<p align=center><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<div align=center>\r\n\r\n<table border=0 cellspacing=0 cellpadding=0>\r\n <tr>\r\n  <td width=222 valign=top>\r\n  <p align=center><u><font size=3\r\n  face=\"Times New Roman\">Type of Fixture</font></u></p>\r\n  </td>\r\n  <td width=264 valign=top>\r\n  <h5><b><u><font\r\n  size=3 face=\"Times New Roman\">Gallons/Hour</font></u></b></h5>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=222 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=264 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=222 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Faucets</font></p>\r\n  </td>\r\n  <td width=264 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp; 15</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=222 valign=top>\r\n  <h3 align=left><font size=3\r\n  face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Flush Toilets</font></h3>\r\n  </td>\r\n  <td width=264 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp; 35</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=222 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Showers</font></p>\r\n  </td>\r\n  <td width=264 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">100</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=222 valign=top>\r\n  <p><font size=3\r\n  face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;\r\n  Urinals</font></p>\r\n  </td>\r\n  <td width=264 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp; 10</font></p>\r\n  </td>\r\n </tr>\r\n</table>\r\n\r\n</div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:59, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:23 Design and construction requirements for septic tanks.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:23\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:23 Design and construction requirements for septic tanks.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:23.&nbsp;&nbsp;Design and construction requirements for septic\r\ntanks.</b> The minimum design and construction requirements for septic\r\ntanks are as follows:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;Septic\r\ntanks shall be watertight and constructed of durable materials designed to\r\nwithstand expected physical loads. Such tanks shall be capable of supporting a\r\nstatic vertical load of at least 1,000 pounds per square foot when bedded and\r\nbackfilled to the top of the tank. The septic tank, including baffles or tees,\r\nshall be constructed of materials resistant to acid, decay, and corrosion.\r\nPrefabricated, coated metal tanks shall meet the requirements of the plumbing\r\ncode, §&nbsp;20:54:03:03. Coated metal tanks are not permitted for wastewater\r\nsystems when the usage will be longer than seven years. Concrete septic tanks\r\nshall be constructed of portland type II sulfate-resistant cement with a\r\nminimum strength of 3,000 pounds per square inch. The walls, floors, and covers\r\nof concrete septic tanks poured on-site shall be at least 3 1/2 inches thick\r\nwith reinforcing bars and welded wire mesh. Fiberglass or plastic septic tanks\r\nshall have a minimum wall thickness of 1/4-inch. All special reinforced precast\r\nconcrete, concrete block, plastic, or fiberglass septic tanks shall meet the\r\nminimum static vertical load requirement of 1,000 pounds per square foot when\r\nbedded and backfilled to the top of the tank. The interior of concrete block\r\nseptic tanks shall be surfaced with two 1/4-inch coats of portland cement-sand\r\nplaster and shall have mortar joints. Septic tank keyways or construction\r\njoints shall be made watertight by grouting with cement or corrosion-resistant\r\nsealants;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;Septic\r\ntanks larger than 3,000 gallon capacity and fabricated as a single unit shall\r\nconsist of two or more compartments, with 1/2 to 2/3 of the tank capacity in\r\nthe first compartment. The minimum dimension of any interior compartment shall\r\nbe 2 feet. Each compartment shall have at least one access hole with a minimum\r\ndimension of 20 inches located within 6 feet of all walls of the tank. The access\r\nholes shall extend through the top of the tank to a point within 12 inches but\r\nnot closer than 6 inches below finished grade, and the access hole covers shall\r\nbe covered with at least 6 inches of earth unless the cover is airtight and\r\nequipped with a hasp and lock, in which case the cover may be shallower or\r\nabove grade. If the access hole to the tank is covered with more than 12 inches\r\nof earth backfill, the access hole shall be extended to within 6 inches of the\r\nfinished grade;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;There\r\nshall be inspection pipes of at least 4 inches diameter over both the inlet and\r\noutlet devices. The inspection pipes shall extend through the top of the tank\r\nand be capped flush or above finished grade with a removable watertight cap or\r\ncover. A downward projection of the centerline of the inspection pipe shall be\r\ndirectly in line with the centerline of the inlet or outlet device. The tank\r\ninlet and outlet devices shall consist of baffles or sanitary tees;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (4)&nbsp;&nbsp;The\r\nminimum dimension or diameter of septic tanks shall be 4 feet. The tank shall\r\nhave a liquid depth of between 30 inches and 72 inches and shall have a uniform\r\nhorizontal flow throughout its length;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (5)&nbsp;&nbsp;The\r\ninlet elevation shall be at least 3 inches higher than the outlet elevation of\r\nthe tank. The outlet elevation shall be at least 9 inches beneath the underside\r\nof the top of the tank or 20 percent of the total liquid depth, whichever is\r\ngreater. The inlet baffle or tee shall penetrate at least 6 inches, but not\r\nmore than 20 percent of the total liquid depth below the liquid level in the\r\ntank and not lower than the outlet baffle or tee. The outlet baffle or tee\r\nshall penetrate at least 12 inches, but not more than 35 percent of the total\r\nliquid depth in horizontal cylindrical tanks or 40 percent of the total liquid\r\ndepth in rectangular tanks, below the liquid level in the tank. The inlet and\r\noutlet baffle or tee devices shall extend above the liquid level at least 8\r\ninches or to within approximately 1 inch of the underside of the tank top. At\r\nleast 1 inch of vent space shall be provided between the baffle or tee devices\r\nand the underside of the top of the tank. The separation distance between the\r\ninlet or outlet opening at the tank wall to the nearest point on baffles or\r\ntees shall not be less than 6 inches nor more than 12 inches;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (6)&nbsp;&nbsp;When\r\na partition wall is used to form a multicompartment tank, the partition wall\r\nopening shall be not less than 4 inches in diameter and not smaller than the\r\ndiameter of the influent and effluent pipes. The opening shall be located at\r\nthe same elevation as the effluent pipe with sanitary tees or baffles having\r\nthe same size and location requirements as for the inlet and outlet devices.\r\nThe top of the partition wall, including baffles or tees, shall be set at least\r\n1 inch below the underside of the tank top to provide adequate venting. All\r\npartitions, tees, and baffles shall be permanently and securely attached to the\r\ntank; and</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (7)&nbsp;&nbsp;The\r\neffluent pipe exiting the unit shall be at least 6 feet in length and\r\nunperforated until the first tee, distribution box, or drop box before the\r\nabsorption field is encountered.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:60, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:24 Installation requirements for septic tanks.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:24\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:24 Installation requirements for septic tanks.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:24.&nbsp;&nbsp;Installation\r\nrequirements for septic tanks.</b> The installation requirements for\r\nseptic tanks are as follows:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;Septic\r\ntanks shall be installed on a solid, level base, with access hole\r\ncovers 6 inches to 12 inches below the finished grade. If the cover is\r\nairtight, equipped with a hasp, and kept locked to prevent unauthorized access,\r\nthe cover may be shallower or above grade. The tank shall be installed at a\r\ndepth that provides adequate gravity flow from the building or facility sewer\r\nwhich meets the requirements of the South Dakota state plumbing code,\r\n§&nbsp;20:54:11:09;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;The\r\ntank shall be installed on undisturbed soil. If over-excavation occurs, it\r\nshall be backfilled with sand to the correct elevation and compacted.\r\nBackfilling around the tank shall be accomplished in a manner to prevent\r\nsettlement and to prevent undue stresses on the tank and to the inlet and\r\noutlet pipes;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;When\r\nmultiple tanks are used to obtain the required liquid volume capacity, the\r\ntanks shall be connected in series. The interconnecting pipes between tanks\r\nshall be at least 6 feet in length and unperforated. No more than 4 tanks in\r\nseries are permitted to obtain the required liquid volume capacity. The first\r\ntank shall not be smaller than any of the subsequent tanks in the series;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (4)&nbsp;&nbsp;All\r\ntanks shall be located in an area which is accessible for the pumping of their\r\ncontents. There shall be no constructed building or facility of any kind\r\ncovering any of the tanks;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (5)&nbsp;&nbsp;Flotation\r\ncollars shall be used in areas with high groundwater potential;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (6)&nbsp;&nbsp;The\r\ninlet and outlet pipes shall be made watertight by grouting with cement or\r\ncorrosion-resistant sealants. The pipes shall be supported on the outside of\r\nthe tank to prevent failures due to settling. The pipes connecting septic tanks\r\ninstalled in series shall be cast iron soil pipe of 4-inch minimum diameter;\r\nand</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (7)&nbsp;&nbsp;During\r\ninstallation, any damage to the watertight coating or interior of a tank shall\r\nbe repaired and tested by filling with water.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:61, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:25 Minimum capacities for septic tanks.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:25\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:25 Minimum capacities for septic tanks.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:25.&nbsp;&nbsp;Minimum capacities for\r\nseptic tanks.</b> The minimum capacities for septic tanks serving\r\nindividual or small on-site systems shall be determined as follows:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;All\r\nseptic tanks receiving wastewater flows of 750 gallons per day or less shall have\r\na minimum capacity of at least 1,000 gallons of liquid before there will be an\r\noverflow into the septic tank outlet. When a housing unit or units served by a\r\nseptic tank contains more than three bedrooms, each bedroom in excess of three\r\nshall require an additional 250-gallon increase in the capacity of the septic\r\ntank beyond the 1,000 gallons. If a septic tank receives wastes from a garbage\r\ndisposal, the overall capacity of the tank shall be increased by an additional\r\n20 percent;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;Septic\r\ntanks serving premises other than housing units or receiving wastewater flows\r\nof more than 750 gallons per day but equal to or less than 1,500 gallons per\r\nday shall have a minimum liquid volume capacity to permit retention of incoming\r\nsewage at 150 percent of the average daily flow;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;Septic\r\ntanks receiving wastewater flows greater than 1,500 gallons per day shall have\r\na minimum liquid volume capacity (V) equal to at least 1,125 gallons plus 75\r\npercent of the daily wastewater flow (Q), or V&nbsp;=&nbsp;1,125 + 0.75Q; and</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (4)&nbsp;&nbsp;Septic\r\ntanks serving premises where high amounts of oil or grease are anticipated\r\nshall be preceded by grease interceptors. Wastewater from garbage disposals may\r\nnot be discharged to grease interceptors. Grease interceptors shall have a grease\r\nretention capacity of not less than 2 pounds for each gallon per minute of\r\nflow. The minimum size of grease interceptors shall be 750 gallons.\r\nConstruction and installation of interceptors shall meet the requirements of\r\nchapter 20:54:06 of the South Dakota state plumbing code.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:62, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:26 Requirements for holding tanks.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:26\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:26 Requirements for holding tanks.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:26.&nbsp;&nbsp;Requirements for\r\nholding tanks.</b> The requirements for holding tanks are as follows:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;The\r\nminimum liquid holding capacity shall be 1,000 gallons or the wastewater flow\r\ngenerated over a period of 7 days, whichever is greater. There shall be no\r\ndischarge of effluent from the tank;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;The\r\ntank shall be equipped with a high-water alarm positioned to allow at least 3\r\ndays of storage after the alarm is activated;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;Holding\r\ntanks shall conform to the requirements for septic tanks under subdivisions\r\n74:53:01:23(1) to (3), inclusive, with the exception of outlet devices; and</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (4)&nbsp;&nbsp;Holding\r\ntanks shall be installed to meet the requirements for septic tanks under\r\n§&nbsp;74:53:01:24.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:63, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:27 Dosing or pressure systems required when absorption systems are large.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:27\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:27 Dosing or pressure systems required when absorption systems are large.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:27.&nbsp;&nbsp;Dosing or pressure\r\nsystems required when absorption systems are large.</b> A dosing chamber\r\nshall be installed with a siphon or a pump when the total length of absorption\r\nlines exceeds 750 feet, the area of the absorption system exceeds 1,200 square\r\nfeet, the topography and location is such that any absorption line will exceed\r\n100 feet in length, or it is necessary to elevate the wastewater effluent from\r\nthe septic tank for discharge into a mound or absorption field. The dosing\r\nchamber shall be equipped with an automatic siphon or pump with level control\r\nswitches and an alarm system. All electrical components in the dosing chamber\r\nshall be waterproof and corrosion-resistant. The alarm and electrical panel\r\nshall be located outside of the dosing chamber and shall be weatherproof. The\r\ntotal storage volume of the dosing chamber shall be such that the wastewater is\r\ndischarged once every three to four hours. The dosing chamber shall be at least\r\n30 inches in diameter and have a net capacity to dose 60 to 75 percent of the\r\ntotal volume of the absorption lines at one time. The siphon or pump for the\r\ndosing chamber shall be capable of maintaining a pressure of at least one pound\r\nper square inch at the outer ends of the absorption lines. The dosing chamber shall\r\nbe vented but watertight and designed for ease of maintenance. Absorption\r\nfields exceeding 1,000 feet in total length or 1,800 square feet in area shall\r\nbe divided into at least two equal sections with each section dosed\r\nalternately.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:64, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:28 Distribution of septic tank effluent to absorption fields.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:28\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:28 Distribution of septic tank effluent to absorption fields.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:28.&nbsp;&nbsp;Distribution of septic\r\ntank effluent to absorption fields.</b> The pretreated effluent from a\r\nseptic tank shall be distributed to the absorption field using the following\r\ncriteria:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;On\r\nrelatively flat terrain where the elevation difference of the ground surface\r\ndoes not exceed 6 inches in any direction within the absorption field, the\r\nseptic tank effluent may be directed to the absorption field through a system\r\nof interconnecting distribution pipes;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;On\r\nslightly sloping terrain where the elevation difference of the ground surface\r\ndoes not exceed 28 inches in any direction within the absorption field, the\r\nseptic tank effluent may be distributed by a distribution box provided the\r\nfinal ground surface elevation of the lowest trench is at least one foot higher\r\nthan the invert elevation of the outlets of the distribution box. The inverts\r\nof all outlets shall be at the same elevation as measured from a liquid surface\r\nwhich is at least 4 inches above the distribution box floor. The inlet pipe invert\r\nshall be at least 1 inch higher than outlet inverts. Each absorption line shall\r\nbe connected separately to the distribution box and shall not be subdivided.\r\nWhen the septic tank effluent is pumped to the distribution box, either a\r\nbaffle wall shall be installed in the distribution box or the pump discharge\r\nshall be directed against a wall of the box on which there is no outlet. The\r\nbaffle shall be secured to the box and shall extend at least 1 inch above the\r\ncrown of the inlet pipe. The distribution box shall be watertight with a\r\nremovable cover, constructed of durable materials resistant to corrosion or\r\ndecay and shall have sufficient capacity to handle the maximum daily flow rate;\r\nand</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;On\r\nsloping terrain where the elevation difference of the ground surface exceeds 28\r\ninches in any direction within the absorption field, a serial distribution\r\nsystem shall be installed. The serial distribution system shall be connected\r\nwith drop boxes or closed pipe relief lines in such a manner that each trench is\r\ncompletely filled with septic tank effluent to the full depth of the gravel\r\nbefore effluent flows to succeeding trenches. The drop boxes or relief lines\r\nshall be placed on an undisturbed section of ground. The first drop box or\r\nrelief pipe arrangement encountered shall not have the crown of the outlet pipe\r\nat its highest point above the invert of the septic tank outlet. At each drop\r\nbox or relief arrangement, the invert of the inlet pipe shall be between 1 and\r\n2 inches higher than the invert of the outlet pipe to the succeeding trench.\r\nThe slope of the trench between the invert of the outlet and the invert of the\r\ninlet of successive drop box or relief pipe arrangements shall be 1 inch per\r\n100 feet. When septic effluent is delivered to the drop box by a pump, the pump\r\ndischarge shall be directed against a baffle wall or against a wall of the box\r\non which there is no outlet. The drop box shall be watertight with a removable\r\ncover, constructed of durable materials resistant to corrosion or decay, and\r\nshall have sufficient capacity to handle the maximum daily flow rate.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:65, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:29 Percolation tests required prior to approval and installation of absorption system.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:29\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:29 Percolation tests required prior to approval and installation of absorption system.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:29.&nbsp;&nbsp;Percolation tests\r\nrequired prior to approval and installation of absorption system.</b>\r\nThe owner of the land on which a subsurface absorption system is to be\r\nconstructed or installed shall ensure that a percolation test is conducted in\r\naccordance with §&nbsp;74:53:01:30 before installation of any such system.\r\nAbsorption systems shall not be constructed in soils rated as having severe or\r\nvery severe limitations for subsurface wastewater disposal by the soil\r\nconservation service, U.S. department of agriculture, unless that limitation is\r\nnot present as shown by field investigation or prior written approval is\r\ngranted by the secretary.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:66, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:30 Manner for conducting percolation test.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:30\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:30 Manner for conducting percolation test.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:30.&nbsp;&nbsp;Manner for conducting\r\npercolation test.</b> A soil percolation test shall be made in at least\r\n3 test holes within 5 feet of where the proposed absorption system or shallow\r\nwastewater system is to be located. The holes shall be randomly located in soil\r\nrepresentative of and similar in character to the rest of the area where the\r\nsystem will be placed. An additional test hole shall be made to a depth of 4\r\nfeet beneath the bottom of the proposed absorption system, unless groundwater\r\nor bedrock is encountered first, to determine the type and depth of absorption\r\nsystem.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; The\r\nhorizontal dimension or diameter of the percolation test hole shall be from 6\r\nto 12 inches and the vertical sides shall extend to the maximum depth of the\r\nproposed absorption system or to a depth of at least 30 inches, whichever is\r\ngreater.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Test\r\nholes shall be located in unfrozen soil and shall be filled at least 50 percent\r\nfull with water for at least 8 hours but not more than 16 hours before making\r\nthe soil percolation test. Immediately before making the test, each hole shall\r\nbe refilled with water to at least 50 percent of its volume. When the water\r\nreaches the lower 25 percent of the test hole, the test shall begin. The\r\npercolation rate of a test hole shall be expressed in the number of minutes it\r\ntakes the water level to drop 1 inch. The percolation rate for the area where\r\nthe subsurface infiltration system is desired is the average percolation rate\r\nof all the test holes. The percolation tests shall be conducted for 2 hours unless\r\nthe percolation rate is slower than 45 minutes per inch, in which case the\r\npercolation tests shall be run for at least 4 hours.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:67, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:31 Determining required absorption system area.</title>\r\n<meta name=\"Keywords\" content=\"Administrative Rules 74:53:01:31\">\r\n<meta name=\"Description\" content=\"Administrative Rules 74:53:01:31 Determining required absorption system area.\">\r\n<meta name=\"Generator\" content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=\"Content-Type\" content=\"text/html; charset=windows-1252\">\r\n<meta name=\"Originator\" content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=\"EN-US\">\r\n\r\n<div>\r\n\r\n<p><font size=\"3\" face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:31.&nbsp;&nbsp;Determining required\r\nabsorption system area.</b> The minimum area of absorption beds or\r\ntrenches in a water-carriage dispersal system which utilizes an absorption\r\nsystem shall be expressed in terms of square feet, that is, the length times\r\nthe width of the beds or trenches. The total absorption area (A) in square feet\r\nrequired for absorption beds or trenches is equal to the number derived by\r\nmultiplying the gallons per day of wastewater flow (Q) for which the system is\r\ndesigned by the square root of the rate of percolation, as determined pursuant\r\nto �&nbsp;74:53:01:30, expressed in minutes per inch (t) and dividing this\r\nproduct by five, as shown in the following formula:</font></p>\r\n\r\n<p><font size=\"3\" face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p align=\"center\"><font size=\"3\" face=\"Times New Roman\">A = Q</font><u><sub><font face=\"Times New Roman\"><img alt=\"Formula\" width=\"23\" height=\"23\" src=\"data:image/gif;base64,R0lGODlhFwAXAHcAMSH+GlNvZnR3YXJlOiBNaWNyb3NvZnQgT2ZmaWNlACH5BAEAAAAALAMABAARABEAgAAAAAAAAAImhH+hq+jhIoKy0hovnvt5rGnStWzhQ3JcmljGOb4tIL5hM9ZmVwAAOw==\"></font></sub></u></p>\r\n\r\n<p align=\"center\"><font size=\"2\" face=\"Times\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </font><font size=\"3\" face=\"Times New Roman\">5</font></p>\r\n\r\n<p align=\"center\"><font size=\"3\" face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font size=\"3\" face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; In\r\nno case may the gallons per day of wastewater flow (Q) used in this formula be less than 750 or more than 7,500. For systems receiving\r\nwastewater flows of less than 750 gallons per day, Table 5 in\r\n&nbsp;74:53:01:32 shall be used based on 120 gallons per day per\r\nbedroom. This formula gives the required bottom area when 6 inches or more but\r\nless than 12 inches of fill material are placed below the distribution pipe for\r\ntrenches and beds. The required bottom area may be reduced by the following\r\npercentages for trenches only: 20 percent for 12 inches or more but less than\r\n18 inches of fill material below the distribution pipe; 34 percent for 18\r\ninches or more but less than 24 inches of fill material below the distribution\r\npipe; and 40 percent for 24 inches or more of fill material below the\r\ndistribution pipe.</font></p>\r\n\r\n<p><font size=\"3\" face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font size=\"3\" face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from �&nbsp;74:03:01:68, July 1,\r\n1996.</font></p>\r\n\r\n<p><font size=\"3\" face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <a href=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</a></font></p>\r\n\r\n<p><font size=\"3\" face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <a href=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</a></font></p>\r\n\r\n<p><font size=\"3\" face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html></div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:32 Alternative method of determining required absorption trench system area.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:32\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:32 Alternative method of determining required absorption trench system area.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:32.&nbsp;&nbsp;Alternative method of\r\ndetermining required absorption trench system area.</b> In lieu of\r\ncalculating the absorption trench system area according to §§&nbsp;74:53:01:30\r\nand 74:53:01:31, the following criteria in Table 5 may be used for the design\r\nof individual or small on-site wastewater systems if the absorption trench\r\nsystem is of an area sufficient for at least three bedrooms. The absorption\r\narea shall be determined according to the following table:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<h1><b><font size=3 face=\"Times New Roman\">TABLE 5</font></b></h1>\r\n\r\n<p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<div align=center>\r\n\r\n<table border=0 cellspacing=0 cellpadding=0>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <h4 align=center><b><font size=3 face=\"Times New Roman\">Percolation Rate</font></b></h4>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">Minimum Absorption Trench Area</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p align=center><u><font size=3\r\n  face=\"Times New Roman\">(Minutes for water to drop one inch)</font></u></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><u><font size=3 face=\"Times New Roman\">(Square\r\n  feet of trench bottom per bedroom)</font></u></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;1 but less than 5 minutes per inch</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Not\r\n  permitted--see §</font> <font size=3 face=\"Times New Roman\">74:53:01:33</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;5 but less than 10 minutes per inch</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">125\r\n  square feet</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">10\r\n  but less than 15 minutes per inch</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">165\r\n  square feet</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">15\r\n  but less than 30 minutes per inch</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">200\r\n  square feet</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">30\r\n  but less than 45 minutes per inch</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">250\r\n  square feet</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">45\r\n  but less than 55 minutes per inch</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">300\r\n  square feet</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">55\r\n  but no more than 60 minutes per inch</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">350\r\n  square feet</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=325 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Over\r\n  60 minutes per inch</font></p>\r\n  </td>\r\n  <td width=294 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Not\r\n  permitted--see § 74:53:01:33</font></p>\r\n  </td>\r\n </tr>\r\n</table>\r\n\r\n</div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; The\r\nminimum absorption trench area, as shown in the above table, may be reduced in\r\naccordance with §&nbsp;74:53:01:31 when the depth of fill material below the\r\ndistribution pipe is 12 inches or greater.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:69, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:33 Absorption or alternative water-carriage system permitted under certain circumstances.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:33\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:33 Absorption or alternative water-carriage system permitted under certain circumstances.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:33.&nbsp;&nbsp;Absorption or\r\nalternative water-carriage system permitted under certain circumstances.</b>\r\nAn absorption system or alternative water-carriage system may be used when the\r\npercolation rate as determined by §&nbsp;74:53:01:31 or 74:53:01:32 is between\r\n5 and 60 minutes per inch if all other requirements for the absorption system\r\nor alternative water-carriage system are met. An alternative water-carriage\r\nsystem must be used when the percolation rate of the soil is slower than 60\r\nminutes per inch or faster than 5 minutes per inch. An absorption system may be\r\nused where fill material is used to decrease the percolation rate from more\r\nthan one but less than 5 minutes per inch to more than 5 but less than 60\r\nminutes per inch.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:70, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:34 Seepage pits allowable.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:34\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:34 Seepage pits allowable.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:34.&nbsp;&nbsp;Seepage pits\r\nallowable.</b> A seepage pit is permissible at the end of an absorption\r\nsystem if the bottom of the pit is no more than 4 feet below the ground surface\r\nand the requirements of §&nbsp;74:53:01:15 and either §&nbsp;74:53:01:31 or\r\n74:53:01:32 are met.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:71, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:35 Requirements for an absorption trench.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:35\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:35 Requirements for an absorption trench.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:35.&nbsp;&nbsp;Requirements for an\r\nabsorption trench.</b> An absorption system shall have at least 2\r\nabsorption trenches of approximately equal length. The length of a trench with\r\ngravity flow may not exceed 100 feet, the width of a\r\ntrench may not exceed 3 feet. The bottom of the trench shall be at least 18\r\ninches below the ground surface, but the depth may not exceed 4 feet. The\r\ntrench shall be constructed with a fill material consisting of washed gravel,\r\ncrushed stone, slag, or clean bank run gravel ranging in size from 1/2 inch to\r\n2 1/2 inches in diameter. An absorption line shall be placed within each trench\r\nand shall run along the length of the trench. All absorption lines shall have\r\nthe ends capped. The fill material shall be at least 6 inches deep below the\r\nbottom of the absorption line and 2 inches deep above the top of the line. The\r\nbottom of the trench shall be uniformly graded to a slope from a minimum of 1/2\r\ninch to a maximum of 4 inches per 100 feet. There shall be at least 6 feet of\r\nundisturbed soil between trenches. A closed-loop absorption trench system shall\r\nbe level. To minimize sidewall compaction, trench excavation shall be made with\r\nbucket equipment having side cutters or raker teeth. When the soil does not\r\nexceed the plastic limit, the trench walls and bottoms shall be scarified\r\nbefore graded material is added.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:72, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:36 Requirements for an absorption bed.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:36\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:36 Requirements for an absorption bed.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:36.&nbsp;&nbsp;Requirements for an\r\nabsorption bed.</b> Seepage beds may not be constructed where the soil\r\npercolation rate is 30 or more minutes per inch. An absorption bed may be\r\ndesigned and constructed for gravity or pressure flows in accordance with the\r\nfollowing criteria:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;A\r\ngravity absorption bed system shall consist of a level bed not exceeding 100\r\nfeet in length, 15 feet in width, and 3 feet in depth. Each distribution line\r\nshall extend the length of the bed and be spaced not greater than 5 feet on\r\ncenter across the bed width. The distribution lines shall be preceded by a\r\ndistribution box to provide uniform distribution of effluent. The outermost\r\ndistribution lines may not be closer than 30 inches to the bed walls and all\r\nends shall be capped if it is not a closed-loop system;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;A\r\npressurized absorption bed system may exceed the length and width requirements\r\nin subdivision 74:53:01:36(1) but must not be more than 3 feet in depth. The\r\nbed bottom shall be level. Each distribution line shall be installed within the\r\nperimeter limits of the bed and spaced not greater than 10 feet on center\r\nacross the bed. The bed shall be center-fed by a manifold pipe. The outermost\r\ndistribution lines may not be closer than 5 feet to the bed wall perimeter. The\r\ndistribution system shall be closed -loop or have all ends capped;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;Additional\r\nrequirements for gravity and pressurized absorption bed systems are as follows:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (a)&nbsp;&nbsp;The\r\ndistribution pipe network shall meet the requirements of subdivision\r\n74:53:01:37(8);</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (b)&nbsp;&nbsp;The\r\ndistribution lines shall be placed in at least a 12-inch layer of 1/2-inch to 1\r\n1/2-inch diameter washed gravel with at least 6 inches of gravel beneath and 2\r\ninches of gravel above each line;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (c)&nbsp;&nbsp;The\r\ngravel above the distribution line shall be covered with untreated building\r\npaper, then a 6-inch layer of loose marsh hay or straw, and then a top layer of\r\n12 inches of soil over the entire bed. Flax straw may not be used.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:73, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:37 Requirements for a mound or evapotranspiration system.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:37\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:37 Requirements for a mound or evapotranspiration system.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:37.&nbsp;&nbsp;Requirements for a mound or evapotranspiration\r\nsystem.</b> A mound or evapotranspiration system may be designed for\r\ngravity or pressure flows in accordance with the following criteria:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;Plans\r\nand specifications shall be submitted to the secretary by a registered\r\nprofessional engineer or licensed plumber for review and approval of any\r\nindividual or small on-site mound or evapotranspiration system prior to\r\nconstruction;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;Mound\r\nand evapotranspiration systems shall not be constructed on sites located in a\r\nfloodplain. Mound systems shall not be constructed on sites located on bedrock\r\nor on soils with percolation rates of 120 or more minutes per inch or 3 or\r\nfewer minutes per inch at a depth of 12 inches below the sand layer of the\r\nmound. Mound or evapotranspiration systems may not be located on natural slopes\r\nexceeding 12 percent under any soil percolation rate conditions. When a mound\r\nor evapotranspiration system is located on a slope, no buildings, driveways,\r\nother surface or subsurface obstructions, or future construction is permitted\r\nwithin 30 feet of the system on the down gradient side while the system is\r\nbeing used. The systems shall be located in open areas with maximum available\r\nsunshine. The area surrounding the systems shall be graded to provide for\r\ndiversion of surface runoff water;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;The\r\nmound or evapotranspiration system may be constructed only upon undisturbed\r\nnaturally occurring soils. The bottom of the system bed shall be excavated to a\r\ndepth from 8 to 12 inches below the ground surface and shall be completely\r\nlevel. The system may be round or rectangular;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (4)&nbsp;&nbsp;The\r\nmound system shall be constructed so that the minimum distance between the\r\nseasonal high groundwater table and the invert elevation of the distribution\r\nsystem is 4 feet;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (5)&nbsp;&nbsp;The\r\nrequired bottom area of the bed shall be calculated on the basis of a\r\nrecommended or design application rate with respect to the soil percolation\r\nrate. For mound systems receiving less than 1,500 gallons of wastewater per\r\nday, an application rate of 0.6 gallons per square foot per day shall be used\r\nwhen the percolation rate is from 60 to 120 minutes per inch and an application\r\nrate of 0.83 gallons per square foot per day shall be used when the percolation\r\nrate is 3 or more but less than 60 minutes per inch. For mound systems\r\nreceiving 1,500 or more gallons of wastewater per day, the application design\r\nrate shall equal the soil percolation rate plus the seasonal evapotranspiration\r\nrate as shown in Table 6. For evapotranspiration systems, the application\r\ndesign rate is the seasonal evapotranspiration rate shown in Table 6 as\r\nfollows:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<h1><b><font size=3 face=\"Times New Roman\">TABLE 6</font></b></h1>\r\n\r\n<p align=center><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<div align=center>\r\n\r\n<table border=0 cellspacing=0 cellpadding=0>\r\n <tr>\r\n  <td width=631 colspan=3 valign=top>\r\n  <h1><b><font\r\n  size=3 face=\"Times New Roman\">Evapotranspiration Rate</font></b></h1>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><u><font size=3 face=\"Times New Roman\">Season\r\n  of Use</font></u></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <h6><u><font size=3 face=\"Times New Roman\">Gallons per square foot per day</font></u></h6>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Year\r\n  Around</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.12</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Summer</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.20</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">Winter</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.06</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=631 colspan=3 valign=top>\r\n  <h1><b><font\r\n  size=3 face=\"Times New Roman\">Soil Infiltration Rate</font></b></h1>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><u><font size=3 face=\"Times New Roman\">Percolation\r\n  Time, Minutes per inch</font></u></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <h6><u><font size=3 face=\"Times New Roman\">Gallons per square foot per day</font></u></h6>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp; 5 or more but less than 10</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.65</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">10\r\n  or more but less than 15</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.60</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">15\r\n  or more but less than 20</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.54</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">20\r\n  or more but less than 30</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.49</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">30\r\n  or more but less than 45</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.42</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">45\r\n  or more but less than 60</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.34</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">60\r\n  or more but less than 90</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.27</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">90\r\n  or more but less than 120</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.18</font></p>\r\n  </td>\r\n </tr>\r\n <tr>\r\n  <td width=265 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">120</font></p>\r\n  </td>\r\n  <td width=126 valign=top>\r\n  <p><font size=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n  </td>\r\n  <td width=240 valign=top>\r\n  <p align=center><font size=3\r\n  face=\"Times New Roman\">0.12</font></p>\r\n  </td>\r\n </tr>\r\n</table>\r\n\r\n</div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (6)&nbsp;&nbsp;The\r\nfill material for the interior portion of a mound or evapotranspiration system\r\nshall consist of sandy loam soil, medium-size pit run sand, and pea rock or\r\nwashed gravel ranging in size from 1/2-inch to 2 1/2-inch diameter. The first\r\nlayer of fill material placed on the excavated bed bottom shall be a minimum of\r\n12 inches of sand. The next layer of fill material shall consist of at least 9\r\ninches of the pea rock or washed gravel placed in the immediate area on which\r\nthe distribution pipe system will be placed. After placement of the\r\ndistribution pipe system, additional pea rock or washed gravel shall be added\r\nuntil there are at least 2 inches of cover over and around the entire pipe\r\nsystem. The rock or gravel layer shall be covered with untreated building\r\npaper. The finish fill shall consist of sandy loam soil placed on the untreated\r\nbuilding paper to a depth of 1 foot in the center of the mound and to a depth\r\nof 6 inches at the sides tapered out onto the side of the sand filled layer;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (7)&nbsp;&nbsp;The\r\nexterior portion of mound shall consist of at least a 6-inch layer of loose\r\nmarsh hay or straw over the sandy loam soil, covered with at least 6 inches of\r\ntopsoil. Flax straw may not be used. The outside slopes may not be steeper than\r\n3 feet horizontally to 1 foot vertically (3:1). Where the terrain slopes more\r\nthan 7 percent, the downward slopes may not be steeper than 5 feet horizontally\r\nto 1 foot vertically (5:1). The entire system shall be seeded, sodded, or\r\notherwise provided with a grass cover. No shrubs, trees, or other woody\r\nvegetation may be planted on the top of the system;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (8)&nbsp;&nbsp;The\r\ndistribution pipe network for an elevated mound or evapotranspiration system\r\nshall consist of a dosing chamber, pump or siphon, 1 1/4-inch to 3-inch\r\ndiameter flexible plastic pipe from the dosing chamber to the mound, and a\r\nmanifold connected to the perforated distribution pipe. The distribution lines\r\nshall be installed in accordance with subdivision 74:53:01:36(2). The pipe from\r\nthe dosing chamber to the center of the mound shall be installed below the\r\nfrost line or be sloped uniformly back to the dosing chambers. The dosing or\r\npressure system shall be constructed in accordance with §</font> <font\r\nsize=3 face=\"Times New Roman\">74:53:01:27. The distribution lines shall\r\nhave perforations spaced from 2 to 7 feet along the pipe with varying hole\r\ndiameters from 3/16-inch to 1/2-inch to provide uniform pressure and\r\ndistribution over the bed. All drilled holes shall have burrs removed. All\r\ndistribution pipe ends shall be capped. For gravity flow systems, all\r\ndistribution pipes shall be at least 4 inches in diameter and spaced not\r\ngreater than 5 feet on center across the bed width or closer than 30 inches to\r\nthe bed wall perimeter; and</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (9)&nbsp;&nbsp;Livestock\r\nand heavy equipment shall not be allowed on the bed.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:74, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:38 Requirements for a graywater system.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:38\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:38 Requirements for a graywater system.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:38.&nbsp;&nbsp;Requirements for\r\ngraywater system.</b> A graywater system shall be designed in accordance\r\nwith the following criteria:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;All\r\ngraywater treatment and recycle systems shall be located in accordance with the\r\ndistances specified in §&nbsp;74:53:01:19, Table 1;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;Design\r\nof graywater systems for homes or cabins shall be based on a minimum graywater\r\nflow of 25 gallons per day per person. Three days retention time shall be\r\nprovided for each graywater tank. For other facilities, the design flow shall\r\nbe specified on a case-by-case basis by the secretary;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (3)&nbsp;&nbsp;Graywater\r\ntanks are septic tanks and shall conform to the requirements for septic tanks\r\nas specified in §&nbsp;74:53:01:23;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (4)&nbsp;&nbsp;Effluent\r\nfrom graywater systems may be recycled for toilet use, conveyed to absorption\r\nfields, mounds, or seepage pits, or used for irrigation of lawns and areas not\r\nintended for food production. Percolation tests shall be conducted and the\r\nminimum size of absorption area shall be determined in accordance with\r\n§§&nbsp;74:53:01:29 to 74:53:01:32, inclusive.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:75, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:39 Requirements for vault privies.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:39\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:39 Requirements for vault privies.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:39.&nbsp;Requirements for vault privies.</b> Vault\r\nprivies shall be constructed to include a fly-tight vault; a superstructure\r\naffording complete privacy; an earth mound around the top of the vault and\r\nbelow the floor level, which slopes downward away from the vault; a floor and\r\nriser of reinforced concrete at least four inches in thickness or other\r\nimpervious material; and a hinged, self-closing, fly-proof seat and lid of\r\neasily cleanable impervious material. All venting shall be fly-proofed with no.\r\n16 or smaller mesh screening. The vault shall be located in an area which is\r\naccessible for the removal of its contents. The vaults shall be durable and\r\nhave corrosion-resistant material on the interior and exterior.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:76, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:40 Requirements for unconventional systems.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:40\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:40 Requirements for unconventional systems.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:40.&nbsp;&nbsp;Requirements for\r\nunconventional systems.</b> Unconventional systems, such as portable and\r\nnonportable chemical, composting, incinerating, recirculating, watersaving, or\r\nother innovative commercially manufactured toilets, shall be sized, installed,\r\noperated, and maintained in accordance with the manufacturer's specifications.\r\nWhen vents are required, they shall be of durable, corrosion-resistant material\r\ninstalled in accordance with the South Dakota state plumbing code, chapter\r\n20:54:12. The units shall have receptacles of smooth, durable, impervious\r\nmaterial that are resistant to chemicals and can be easily cleaned. All\r\nportable units shall be designed to receive and contain the wastes deposited in\r\nthem and shall be located and maintained in a manner that will not create a\r\nnuisance condition. Waste material from unconventional system units shall be\r\ndisposed of in vault privies, holding tanks, or in accordance with\r\n§&nbsp;74:53:01:41. Systems employing new technology are considered\r\nexperimental systems, and their design shall have provisions for a back-up\r\nsystem to be installed if the proposed system, once installed, is not\r\nfunctioning properly or is otherwise creating a hazard to the public health.\r\nApplications for temporary approval of experimental systems for demonstration\r\npurposes shall be accompanied with documentation of reliability and\r\napplicability in full-scale operations and provided with written guarantee for\r\nservice, component parts, or replacement provided by the manufacturer.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:77, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:41 Disposal of septage.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:41\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:41 Disposal of septage.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:41.&nbsp;&nbsp;Disposal of septage.</b>\r\nThe disposal of septage shall be handled in the following manner:</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (1)&nbsp;&nbsp;Requirements\r\nfor the use or disposal of septage are those in 40 C.F.R. Part 503 (October 25,\r\n1995); and</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; (2)&nbsp;&nbsp;Final\r\ndisposal of contents may be made into a public system if specific permission\r\nhas been obtained for the disposal from local governmental officials and the\r\npublic system has the equipment and facilities to provide at least secondary\r\ntreatment to the contents.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:78, July 1,\r\n1996; 23 SDR 180, effective April 30, 1997.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-123\">34A-2-123.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-22\">34A-2-22</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-123\">34A-2-123.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:42 Secretary authorized to inspect on-site wastewater systems.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:42\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:42 Secretary authorized to inspect on-site wastewater systems.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:42.&nbsp;&nbsp;Secretary authorized\r\nto inspect on-site wastewater systems.</b> Inspection of the\r\ninstallation, equipment, and operation of an on-site wastewater system may be\r\nmade at any time by the secretary or the secretary's authorized representative.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:79, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20</A>, <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-46\">34A-2-46.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:43 Protection of potable water supply.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:43\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:43 Protection of potable water supply.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:43.&nbsp;&nbsp;Protection of potable\r\nwater supply.</b> No connection may be made at any time between a tap or outlet furnishing potable water on any premises and a\r\ncontainer or equipment holding wastewater by any means other than an open\r\nconnection or back siphonage protection.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:80, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-20\">34A-2-20.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div><br /><hr><br /><div><html>\r\n\r\n<head>\r\n<title>Rule 74:53:01:44 Variances.</title>\r\n<META NAME=\"Keywords\" Content=\"Administrative Rules 74:53:01:44\">\r\n<META NAME=\"Description\" Content=\"Administrative Rules 74:53:01:44 Variances.\">\r\n<meta name=Generator content=\"Microsoft Office HTML Filter 2.0\">\r\n<meta http-equiv=Content-Type content=\"text/html; charset=windows-1252\">\r\n<meta name=Originator content=\"Microsoft Word 10\">\r\n<style>\r\n<!--\r\n \r\n-->\r\n</style>\r\n</head>\r\n\r\n<body lang=EN-US>\r\n\r\n<div>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>74:53:01:44.&nbsp;&nbsp;Variances.</b>\r\nVariances to these rules may be granted by the secretary or the secretary's\r\nauthorized designee provided adequate documentation is provided to justify the\r\nneed for the deviation and conditions are such that it will not cause a violation\r\nof any existing water quality standard, cause a health hazard, or create a\r\nnuisance.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Source:</b> 12 SDR 2, effective July 18, 1985; 13 SDR 129, 13\r\nSDR 141, effective July 1, 1987; transferred from §&nbsp;74:03:01:81, July 1,\r\n1996.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>General Authority:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-93\">34A-2-93.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Law Implemented:</b> SDCL <A HREF=\"/statutes/DisplayStatute.aspx?Type=Statute&Statute=34A-2-21\">34A-2-21.</A></font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; <b>Cross-Reference:</b> Water Quality Standards, chs 74:51:01 to\r\n74:51:03, inclusive.</font></p>\r\n\r\n<p><font\r\nsize=3 face=\"Times New Roman\">&nbsp;</font></p>\r\n\r\n</div>\r\n\r\n</body>\r\n\r\n</html>\r\n</div>","Archived":[],"Next":"74:53:01:01","Previous":"74:53"}