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FOM"•OOA CONTINIIATIOM * • <br /> Kw num Aomom T mrn RaGULATU MS <br /> WITH TML SLCRLTARY Of STATS <br /> (►wwoi1 N Oworoom Colo 3 W- 11390.1) <br /> (d) Inundation of disposal areas shall not occur until the <br /> site is closed in accordance with requirements of the regional <br /> board. <br /> (e ) Disposal areas shall not be subject to washout. <br /> (f) Leachate and subsurface flow into the disposal area <br /> shall be contained within the site unless other disposition is <br /> made in accordance with requirements of the regional board . <br /> (g) Sites shall not be located over zones of active <br /> faulting or where other forms of geological change would impair <br /> the competence of natural features or artificial barriers which <br /> prevent continuity with usable waters . <br /> (h) Sites made suitable for use by man-made physical <br /> barriers shall not be located where improper operation or mainte- <br /> nance of such structures could permit the waste , leachate , or <br /> gases to contact usable ground or surface water. <br /> (i ) Sites which comply with(�; (j�, Cc", Ce,), Cf), g and �',Y but <br /> would be subject to inundation by a tide or a flood of greater <br /> than 100-year frequency may be considered by the regional boardLIP <br /> U as a limited Class I disposal site . <br /> eA 2511 . Class II Disposal Sites. Class II disposal sites " <br /> LA are those at which protection is provided to water quality from <br /> F Group 2 and Group 3 wastes. The types of physical features and <br /> Z the extent of protection of groundwater quality divides Class II <br /> W sites into the two following categories: <br /> 9: Class II-1 sites are those overlying usable groundwater <br /> 3 <br /> oand geologic conditions are either naturally capable of preventing wlto <br /> Z lateral and vertical hydraulic continuity between liquids and <br /> o gases emanating from the waste in the site and usable surface or <br /> ° ground waters, or the disposal area has been modified to achieve : . <br /> such capability. <br /> Class II-2 sites are those having vertical and lateral <br /> hydraulic continuity with usable groundwater but for which C&-- w <br /> ~ <br /> geological and hydraulic features such as soil type , artificial , <br /> � <br /> barriers, depth to groundwater, and other factors will assure <br /> protection of the quality of usable groundwater underneath or boti <br /> adjacent to the site . <br /> The following criteria must be met to qualify a site as <br /> Class II: <br /> (a) Disposal areas shall be protected by natural or arti- <br /> ficial features so as to assure protection from any washout and <br /> from inundation which could occur as a result of tides or floods <br /> having a predicted, frequency of once in 100 years . <br /> -3- <br />