|
<br />Kittitas County Board of County Commissioners Shoreline Master Program Adopting Ordinance
<br />Kittitas County Shoreline Master Program Exhibit D | March 2016 | Page 280 of 339
<br />
<br />vehicle repair and servicing must be stored in a manner that protects them from weather
<br />and provides containment should leaks occur. Dry wells shall not be allowed on sites
<br />used for vehicle repair and servicing. Dry wells existing on the site prior to facility
<br />establishment must be abandoned using techniques approved by the Washington State
<br />Department of Ecology prior to commencement of the proposed activity;
<br />b. Use of reclaimed wastewater must be in accordance with adopted water or sewer
<br />comprehensive plans that have been approved by Ecology;
<br />c. Any other uses or development activity that the Administrator determines is likely to have
<br />a significant adverse impact on ground water quality or quantity, or on the recharge of
<br />the aquifer. The determination must be made based on credible scientific information;
<br />d. New landfills, including hazardous or dangerous waste, municipal solid waste, special
<br />waste, wood waste of more than two thousand (2,000) cubic yards, and inert and
<br />demolition waste landfills;
<br />e. Underground injection wells. Class I, III, and IV wells and subclasses 5F01, 5D03, 5F04,
<br />5W09, 5W10, 5W11, 5W31, 5X13, 5X14, 5X15, 5W20, 5X28, and 5N24 of Class V
<br />wells;
<br />f. Wood treatment facilities that allow any portion of the treatment process to occur over
<br />permeable surfaces (both natural and manmade); and
<br />g. Facilities that store, process, or dispose of chemicals containing perchloroethylene
<br />(PCE) or methyl tertiary butyl ether (MTBE).
<br />
<br />17B.05.020W Critical aquifer recharge areas – reports.
<br />2. When required by this code, hydrogeological reports for proposed uses and developments
<br />in critical aquifer recharge areas shall include the following information in addition to the
<br />general mitigation requirements listed above:
<br />a. Geologic setting and soils information for the site and surrounding area;
<br />b. Water quality data, including pH, temperature, dissolved oxygen, conductivity nitrates,
<br />and bacteria;
<br />c. Location and depth of perched water tables;
<br />d. Recharge potential of facility site (permeability/transmissivity);
<br />e. Hydrologic budget;
<br />f. Local groundwater flow, direction, and gradient;
<br />g. Location, depth, and other water quality data on the three (3) shallowest wells or springs
<br />located within one thousand (1,000) feet of the site;
<br />h. Impacts on wellhead protection areas located within the proposed site;
<br />i. Surface water locations within one thousand (1,000) feet of the site;
<br />j. Discussion of the effects of the proposed project on groundwater quality and quantity;
<br />k. Recommendations on appropriate mitigation, if any, to assure that there shall be no
<br />measurable exceedence of minimum state groundwater quality standards or measurable
<br />reduction in available quantity of groundwater;
<br />l. Emergency management plan; and
<br />m. Containment release detection.
<br />
<br />17B.05.030 Flood hazard reduction.
<br />The following provisions apply to actions taken to reduce flood damage or hazard and to uses,
<br />development, and shoreline modifications that may increase flood hazards. Flood hazard
<br />reduction measures may consist of non-structural measures, such as setbacks, land use
<br />controls, wetland restoration, dike removal, use relocation, biotechnical measures, and
<br />stormwater management programs as well as structural measures such as dikes, levees,
<br />revetments, floodwalls, channel realignment, and elevation of structures consistent with the
<br />National Flood Insurance Program.
|