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Effective April 28, 2015 Chapter Four Subsurface Sewage Treatment System Regulations <br />SECTION 11 GROUNDWATER INVESTIGATION <br />11.1 Necessity of Investigation. <br />A preliminary groundwater evaluation must be conducted for all proposed MSTS according to this Section. <br />11.2 Preliminary Investigation. <br />The following information must be ascertained from the best available information: <br />(1) The size of the soil dispersal system, proposed loading rate, and system geometry; <br />(2) The geocode(s) or parcel identification number(s) of the parcel(s) where the proposed soil dispersal <br />area is to be located; <br />(3) Any anticipated discharges from nondomestic sources to the proposed MSTS; <br />(4) The location of the MSTS on a United States Geological Survey quadrangle topographic map, <br />including the area within a one -mile radius of the proposed soil treatment system; <br />(5) A determination of the general geology, periodic soil saturation, regional groundwater setting, and <br />aquifers used for water supply and a description of the general site hydrology characteristics, <br />including, but not limited to, identification and estimated depth measurements to geologic units and <br />aquifers, and identification of groundwater confining strata; <br />(6) A determination whether the proposed system is in a drinking water supply management area, inner <br />wellhead management zone, source water protection area, or groundwater sensitive area; <br />(7) An assessment of all water supply wells within a 300-foot radius of the proposed soil treatment area <br />with a minimum assessment of well locations and casing depths from well construction log records. <br />If no records exist, the well locations and casing depths must be estimated; <br />(8) A determination or estimation of groundwater flow direction; and <br />(9) An assessment of nitrogen impacts from the system. <br />11.3 Field or Further Investigation. <br />The designer must consult with the Department to determine whether the Department will require a field or further <br />groundwater investigation and, if so, the extent of the investigation. The field or further investigation must be <br />conducted if information gained in Section 11.2 indicates that a proposed system is a potential contaminant threat to a <br />regional water table, an aquifer, water supply well(s), or surface waters. The threats of concern include, but are not <br />limited to, fecal organism contamination, nitrate contamination, or phosphorus impacts to surface waters. <br />11.4 Monitoring. <br />The designer must consult with the Department to determine if effluent or groundwater monitoring is required and, if <br />so, the extent of the monitoring. Monitoring must be conducted if information gained in Section 11.2 and 11.3 <br />indicates that a proposed system is a potential contaminant threat to a regional water table, an aquifer, or a water <br />supply well or impacts surface waters. The potential groundwater mound height must be monitored under all MSTS <br />during operation. <br />11.5 Hydrological Interpretations. <br />The information gathered in this part must be used to estimate or measure if the system adequately protects the <br />groundwater and surface water as prescribed in Section 4.8. The interpretation must include an evaluation of whether <br />contaminant plumes will intersect water supply well capture zones. <br />11.6 Groundwater Report. <br />All information required in Section 11 must be submitted for review and approval of the Department prior to final <br />design, including all applicable information delineated on a map. <br />42 Washington County Development Code <br />