Section R309-600-9 - Delineation of Protection Zones and Management Areas(1) PWSs shall delineate protection zones or a management area around each of their groundwater sources of drinking water using the Preferred Delineation Procedure or the Optional Two-Mile Radius Delineation Procedure. The hydrogeologic method used by PWSs shall produce protection zones or a management area in accordance with the criteria thresholds specified in Subsection R309-600-9(2) through Subsection R309-600-9(7). PWSs may also choose to verify protected aquifer conditions to reduce the level of management controls applied in applicable protection areas.(2) Reports must be prepared by a qualified licensed professional - A submitted report which addresses any of the following sections shall be stamped and signed by a professional geologist or professional engineer: (a) a Delineation Report for Estimated DWSP Zones produced using the Preferred Delineation Procedure, as explained in Subsection R309-600-13(2)(a);(b) a DWSP Delineation Report produced using the Preferred Delineation Procedure, as explained in Subsections R309-600-9(3)(a) and (6)(a);(c) a report to verify protected aquifer conditions, as explained in Subsections R309-600-9(4) and (7);(d) a report which addresses special conditions, as explained in Subsection R309-600-9(5); or(e) a Hydrogeologic Report to Exclude a Potential Contamination Source, as explained in Subsection R309-600-9(6)(b)(ii).(3) Criteria Thresholds for Groundwater Sources of Drinking Water:(a) Preferred Delineation Procedure - Four zones are delineated for management purposes: (i) Zone one is the area within a 100-foot radius from the wellhead or margin of the collection area.(ii) Zone two is the area within a 250-day groundwater time of travel to the wellhead or margin of the collection area, the boundary of the aquifer which supplies water to the groundwater source, or the groundwater divide, whichever is closer. If the available data shows a zone of increased groundwater velocity within the producing aquifer, then time of travel calculations shall be based on this data.(iii) Zone three, waiver criteria zone, is the area within a 3-year groundwater time of travel to the wellhead or margin of the collection area, the boundary of the aquifer which supplies water to the groundwater source, or the groundwater divide, whichever is closer. If the available data shows a zone of increased groundwater velocity within the producing aquifer, then time of travel calculations shall be based on this data.(iv) Zone four is the area within a 15-year groundwater time of travel to the wellhead or margin of the collection area, the boundary of the aquifer which supplies water to the groundwater source, or the groundwater divide, whichever is closer. If the available data shows a zone of increased groundwater velocity within the producing aquifer, then time of travel calculation shall be based on this data.(b) Optional Two-Mile Radius Delineation Procedure -In place of the Preferred Delineation Procedure, PWSs may choose to use the Optional Two-Mile Radius Delineation Procedure to delineate a management area. This procedure is best applied in remote areas where few if any potential contamination sources are located. Refer to Subsection R309-600-6(16) for the definition of a management area.(4) Protected Aquifer Classification - PWSs may choose to verify protected aquifer conditions to reduce the level of management controls for a public supply well which produces water from a protected aquifer or to meet one of the requirements of a VOC or pesticide susceptibility waiver, refer to Subsection R309-600-16(4). Refer to Subsection R309-600-6(23) for the definition of a "protected aquifer."(5) Special Conditions - Special scientific or engineering studies may be conducted to support a request for an exception, refer to Section R309-600-4, due to special conditions. These studies must be approved by the Director before the PWS begins the study. Special studies may include confined aquifer conditions, groundwater movement through protective layers, wastewater transport and fate.(6) DWSP Delineation Report - Each PWS shall submit a DWSP Delineation Report to DDW for each of its groundwater sources using the Preferred Delineation Procedure or the Optional Two-Mile Radius Delineation Procedure.(a) Preferred Delineation Procedure - Delineation reports for protection zones delineated using the Preferred Delineation Procedure shall include the following information and a list of sources or references for this information: (i) Geologic Data - A brief description of geologic features and aquifer characteristics observed in the well and area of the potential protection zones. This should include the formal or informal stratigraphic name lithology of the aquifer and confining unit, and description of fractures and solution cavities, including the size, abundance, spacing, and orientation; and faults, including a brief description of location in or near the well, and orientation. Lithologic descriptions can be obtained from surface hand samples or well cuttings; core samples and laboratory analyses are not necessary. Fractures, solution cavities, and faults may be described from surface outcrops or drill logs.(ii) Well Construction Data - If the source is a well, the report shall include the well driller's log, elevation of the wellhead, borehole radius, casing radius, total depth of the well, depth and length of the screened or perforated interval, well screen or perforation type, casing type, method of well construction, type of pump, location of pump in the well, and the maximum projected pumping rate of the well. The maximum pumping rate of the well must be used in the delineation calculations. Averaged pumping rate values shall not be used.(iii) Spring Construction Data - If the source is a spring or tunnel the report shall include a description or diagram of the collection area and method of groundwater collection.(iv) Aquifer Data for New Wells - A summary report including the calculated hydraulic conductivity of the aquifer, transmissivity, hydraulic gradient, direction of groundwater flow, estimated effective porosity, and saturated thickness of the producing aquifer. The PWS shall obtain the hydraulic conductivity of the aquifer from a constant-rate aquifer test and provide the data as described in Subsection R309-515-6(10)(b). Estimated effective porosity must be between 1% and 30%. Clay layers shall not be included in calculations of aquifer thickness or estimated effective porosity. This report shall include graphs, data, or printouts showing the interpretation of the aquifer test.(v) Aquifer Data for Existing Wells - A summary report including the calculated hydraulic conductivity of the aquifer, transmissivity, hydraulic gradient, direction of groundwater flow, estimated effective porosity, and saturated thickness of the producing aquifer. The PWS shall obtain the hydraulic conductivity of the aquifer from a constant-rate aquifer test using the existing pumping equipment. Aquifer tests using observation wells are encouraged but are not required. If a previously performed aquifer test is available and includes the required data described in Subsection R309-600-9(6)(v)(A) and Subsection R309-600-9(6)(v)(B), data from that test may be used instead. Estimated effective porosity must be between 1% and 30%. Clay layers shall not be included in calculations of aquifer thickness or estimated effective porosity. This report shall include graphs, data, or printouts showing the interpretation of the aquifer test. If a constant-rate aquifer test is not practical, then the PWS shall obtain hydraulic conductivity of the aquifer using another appropriate method, such as data from a nearby well in the same aquifer, specific capacity of the well, published hydrogeologic studies of the same aquifer, or local or regional groundwater models. A constant-rate test may not be practical for such reasons as insufficient drawdown in the well, inaccessibility of the well for water-level measurements, or insufficient overflow capacity for the pumped water.
The constant-rate test shall:
(A) Provide for continuous pumping for at least 24 hours or until stabilized drawdown has continued for at least six hours. Stabilized drawdown is achieved when there is less than one foot of change of groundwater level in the well within a six-hour period.(B) Provide data as described in Subsections R309-515-6(10)(b)(v) through (vii).(vi) Additional Data for Observation Wells - If the aquifer test is conducted using observation wells, the report shall include the following information for each observation well: location and surface elevation; total depth; depth and length of the screened or perforated intervals; radius, casing type, screen or perforation type, and method of construction; pre-pumping groundwater level; the time-drawdown or distance-drawdown data and curve; and the total drawdown.(vii) Hydrogeologic Methods and Calculations - These include the groundwater model or other hydrogeologic methods used to delineate the protection zones, any applicable equations, values, and the calculations which determine the delineated boundaries of zones two, three, and four. The hydrogeologic method or groundwater model must be reasonably applicable for the aquifer setting. For wells, the hydrogeologic method or groundwater model must include the effects of drawdown, including increased hydraulic gradient near the well, and interference from other wells.(viii) Map Showing Boundaries of the DWSP Zones - A map showing the location of the groundwater source of drinking water and the boundary for each DWSP zone. The base map shall be a 1:24,000-scale, 7.5-minute series, topographic map, such as is published by the US Geological Survey. Although zone one, 100-foot radius around the well or margin of the collection area, need not be on the map, the complete boundaries for zones two, three, and four must be drawn and labeled. More detailed maps are optional and may be submitted in addition to the required map. The PWS shall also include a written description of the distances which define the delineated boundaries of zones two, three, and four. These written descriptions must include the maximum distances upgradient from the well, the maximum distances downgradient from the well, and the maximum widths of each protection zone.
(b) Optional Two-Mile Radius Delineation Procedure -Delineation Reports for protection areas delineated using the Optional Two-Mile Radius Delineation Procedure shall include the following information:(i) Map Showing Boundaries of the DWSP Management Area - A map showing the location of the groundwater source of drinking water and the DWSP management area boundary. The base map shall be a 1:24,000-scale, 7.5-minute series, topographic map, such as is published by the US Geological Survey. Although zone one, 100-foot radius around the well or margin of the collection area, need not be on the map, the complete two-mile radius must be drawn and labeled. More detailed maps are optional and may be submitted in addition to the required map.(ii) Hydrogeologic Report to Exclude a Potential Contamination Source - To exclude a potential contamination source from the inventory which is required in Subsection R309-600-10(1), a hydrogeologic report is required which clearly demonstrates that the potential contamination source has no capacity to contaminate the source.(7) Protected Aquifer Conditions - If a PWS chooses to verify protected aquifer conditions, it shall submit the following additional data to DDW for each of its groundwater sources for which the protected aquifer conditions apply. The report must state that the aquifer meets the definition of a protected aquifer based on the following information:(a) thickness, depth, and lithology of the protective clay layer;(b) data to show the lateral continuity of the protective clay layer over the extent of zone two. This may include such data as correlation of beds in multiple wells, published hydrogeologic studies, stratigraphic studies, potentiometric surface studies, and so forth; and(c) evidence that the well has been grouted or otherwise sealed from the ground surface to a depth of at least 100 feet and for a thickness of at least 30 feet through the protective clay layer in accordance with Subsections R309-600-6(23) and R309-515-6(6).Utah Admin. Code R309-600-9
Amended by Utah State Bulletin Number 2024-13, effective 6/26/2024