Standards for the construction, repair, reconstruction of, or destruction of wells, abandoned wells, monitoring wells, test wells, geothermal heat exchange wells, and cathodic protection wells shall be as set forth in Chapter II of the Department of Water Resources Bulletin No. 74-81, "Water Well Standards" (December 1981), the Department of Water Resources Bulletin No. 74-90, "Water Well Standards" (June 1991), and Chapter II of the Department of Water Resources Bulletin No. 74-1, "Cathodic Protection Well Standards" (March 1973), or as subsequently revised or supplemented, which are incorporated by reference in this chapter, with the following modifications:
(A) The minimum horizontal distance between wells and potential sources of contamination shall be:
(1) 100 feet between subsurface sewage leaching fields, septic tanks, animal enclosures, accumulations of manure, or other sources of contamination as identified by the Health Officer. If the property to be served by the proposed well is already developed, lesser distances than that listed above may be acceptable where physical conditions preclude compliance with the specified minimum separation distances and if a sanitary seal at least 100 feet deep is installed and the existing well is destroyed under permit. Lesser separation distances must be approved by the Health Officer on a case-by-case basis.
(3) 150 feet between a community well and subsurface sewage dispersal system less than 10 feet deep.
(4) 200 feet between a community well and a subsurface sewage dispersal system greater than 10 feet deep. A greater separation up to 600 feet may be required in order to maintain a two-year time of travel.
(B) No well shall be constructed within 50 feet horizontal from the property line of the property owner authorizing construction of the well. This setback may be reduced to not less than five feet horizontal if the owner of the adjacent property authorizes a reduction in setback or if the Health Officer determines area on the adjacent property within 100 feet of the proposed well is unsuitable for installation of an onsite sewage disposal system.
(C) No well shall be constructed within 5 feet horizontal from any structure.
(D) All wells shall be constructed so that the well seal shall be a minimum of 50 feet below the surface of the ground. If usable water is only available less than 50 feet from the surface, the Health Officer may allow the seal depth to be reduced to not less than 20 feet if the well construction, site conditions, and the characteristics of the underlying geology will preclude the downward movement of contaminants into the aquifer.
(E) Drilling fluids and other drilling materials used in connection with well construction shall not be allowed to discharge onto streets or into waterways and shall not be allowed to discharge off the parcel on which the well is constructed onto adjacent properties; provided, that adjacent property may be used temporarily for the discharge of such fluids and materials pursuant to written agreement with the owner(s) of the adjacent property; and provided, that such fluids and materials are removed and cleaned up within thirty (30) days of completion of the well drilling.
(F) Water generated during test pumping of wells shall be dispersed or disposed of in a manner which will not cause excessive erosion or turbidity, in violation of Chapter 16.22 or 16.24 SCCC.
(G) Subsections
(A),
(B) and
(D) of this section do not apply to monitoring wells.
(H) New wells that supply water to a public water system must use the methodology, as required by the California State Water Resources Control Board Drinking Water Source Assessment and Protection Program, to determine the 10-year time-of-travel groundwater protection zone. For other wells, e.g., de minimis wells, the default groundwater protection zone minimum radius of 1,000 feet for a five-year time-of-travel shall be used to protect the drinking water source from chemical contamination. If sites with existing soil and/or groundwater contamination are present within the 10-year zone for public water systems, or five-year zones for other wells such as domestic wells, and the Health Officer determines that there is a potential for a contamination hazard to be created, the Health Officer may require that a report evaluating the potential for contamination or pollution of the well from existing nearby activities be prepared prior to issuance of a well permit. The report shall be prepared by a professional geologist, engineering geologist, or professional engineer and shall at a minimum include conclusions and data supporting the conclusions including without limitations a description of site and regional geology, subsurface conditions, strata, direction and rate of groundwater flow, locations of vicinity water wells, and construction details for those wells as can be determined based on existing data. The report shall describe proposed well construction methods and other measures to be taken to prevent contamination or pollution of the well and surrounding aquifers. The Health Officer shall deny a well permit or require specific construction requirements in order to prevent contamination or pollution of the well or surrounding aquifers.
(I) The Health Officer shall have the power to allow minor variances from the standards set forth in this section so as to prevent unnecessary hardship or injustice and at the same time accomplish the general purpose and intent of the standards and the resource protection policies of the County's General Plan and Local Coastal Program Land Use Plan. In no case may a variance be granted that constitutes a special privilege.
(J) The Health Officer may establish standards and procedures for the construction and destruction of wells or soil borings to be used for evaluation, monitoring or remediation of sites with known or threatened contamination.
(Ord. 4593A § 1, 2000; Ord. 4901 § 1, 2008; Ord. 5470, 2/11/2025)