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Letter from Edward Cahill, dated January 16, 1988. <br /> 21 . This information is I acknowledged and no further comment is <br /> r-- necessary . <br /> 22. As stated on page 44 of the Final EIR, the proposed storm <br /> drainage retention ponds would be adequately sized to accommodate <br /> design storm runoff from the project site based on County Design <br /> Criteria and would adequately mitigate the decrease in area <br /> available for percolation. We concur that use of septic tank <br /> systems for each parcel could potentially have an adverse impact <br /> on the groundwater quality of adjacent off—site parcels within the <br /> expanded study area . This impact could extend approximately 200 <br /> feet beyond the project site boundaries, depending on groundwater <br /> migration and soil conditions. This information has been included <br /> -� in the Final EIR on page 44 . The mitigations provided in the <br /> Final EIR relating to the requirement for percolation tests at <br /> each septic system site and increasing lot sizes to a minimum of <br /> x two acres are expected to adequately mitigate this potential <br /> impact. <br /> 23. This information is acknowledged and no further comment is <br /> necessary . <br /> a <br /> r-- <br /> r <br /> i� <br /> r - <br /> r- <br /> 23 <br />