Critical aquifer recharge areas (CARA) are those areas with a critical recharging effect on aquifers used for potable water as defined by WAC 365-190-030(2). CARA has prevailing geologic conditions associated with infiltration rates that create a high potential for contamination of ground water resources or contribute significantly to the replenishment of ground water. The following areas have been identified based on local conditions:

(1)

Wellhead Protection Areas. Wellhead protection areas shall be defined by the boundaries of the ten-year time of ground water travel, or boundaries established using alternate criteria approved by the Department of Health in those settings where ground water time of travel is not a reasonable delineation criterion, in accordance with WAC 246-290-135.

(Ord. 5206 Sec. 3, 2007)

(1)

The approximate location and extent of critical aquifer recharge areas are shown on the adopted critical area map (Exhibit 2: or the latest revision of this map).

(2)

This map is to be used as a guide for the City, project applicants and/or property owners, and will be updated as new information becomes available.

(Ord. 5206 Sec. 3, 2007)

The following are in place to protect critical aquifer recharge areas and regulate activities that might potentially impact these areas.

(1)

City of Kennewick Construction Standards (KMC 5.56).

(2)

City of Kennewick Wellhead Protection Plan.

(3)

State and federal regulations applicable to specific uses including but not limited to those provided in Sections 18.60.050 and 18.60.060.

(Ord. 5206 Sec. 3, 2007)

(1)

Activities may only be permitted in a critical aquifer recharge area if the applicant can show that the proposed activity will not adversely affect the recharging of the aquifer and that the proposed activity will not cause contaminants to enter the aquifer.

(2)

The proposed activity must comply with the water source protection requirements and recommendations of the federal Environmental Protection Agency, state Department of Health, and the Benton County Health Department, and as provided in the City's wellhead protection plan.

(3)

The proposed activity must be designed and constructed in accordance with erosion control and surface/stormwater management requirements in current City regulations.

(Ord. 5206 Sec. 3, 2007)

(1)

Storage Tanks. All storage tanks proposed to be located in a critical aquifer recharge area must comply with local building code requirements and must conform to the following requirements:

(a)

Underground Tanks. All new underground storage facilities proposed for use in the storage of hazardous substances or hazardous wastes shall be designed and constructed so as to:

(i)

Prevent releases due to corrosion or structural failure for the operational life of the tank;

(ii)

Be protected against corrosion, constructed of noncorrosive material, steel clad with a noncorrosive material, or designed to include a secondary containment system to prevent the release or threatened release of any stored substances; and,

(iii)

Use material in the construction or lining of the tank that is compatible with the substance to be stored.

(b)

Aboveground Tanks. All new aboveground storage facilities proposed for use in the storage of hazardous substances or hazardous wastes shall be designed and constructed so as to:

(i)

Not allow the release of a hazardous substance to the ground, ground waters, or surface waters;

(ii)

Have a primary containment area enclosing or underlying the tank or part thereof; and

(iii)

A secondary containment system either built into the tank structure or a dike system built outside the tank for all tanks.

(2)

Vehicle Repair and Servicing. Vehicle repair and servicing must be conducted over impermeable pads and within a covered structure capable of withstanding normally expected weather conditions. Chemicals used in the process of vehicle repair and servicing must be stored in a manner that protects them from weather and provides containment should leaks occur.

(3)

Spreading or Injection of Reclaimed Water. Water reuse projects for reclaimed water must be in accordance with the adopted water or sewer comprehensive plans that have been approved by the departments of Ecology and Health.

(a)

Surface spreading must meet the ground water recharge criteria given in Chapter 90.46.080 RCW and Chapter 90.46.010(10).

(b)

Direct injection must be in accordance with the standards developed by authority of Chapter 90.46.042 RCW.

(4)

State and Federal Regulations. The uses listed below shall be conditioned as necessary to protect critical aquifer recharge areas in accordance with the applicable state and federal regulations:

Statutes, Regulations, and Guidance Pertaining to Activities Impacting Ground Water

(Ord. 5206 Sec. 3, 2007)

The following activities and uses are prohibited in critical aquifer recharge areas (prohibited uses are based on "Guidance Document for the Establishment of Critical Aquifer Recharge Area Ordinances," by Ecology, July 2000, Publication #97-30):

(1)

Landfills. Landfills, including hazardous or dangerous waste, municipal solid waste, special waste, wood waste, and inert and demolition waste landfills;

(2)

Underground Injection Wells. Class I, III, and IV wells and subclasses 5F01, 5D03, 5F04, 5W09, 5W10, 5W11, 5W31, 5X13, 5X14, 5X15, 5W20, 5X28, and 5N24 of Class V wells (Chapter 173-218 WAC).

(Ord. 5206 Sec. 3, 2007)