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24 <br />e) Minimum Buffer Width Required <br />DISTRICT MINIMUM STREAM BUFFER WIDTH <br />UNIV-CA The buffer width adjacent to streams shall be calculated for both Method A and Method <br /> B, and at any given point along the stream, the width of the buffer shall be the larger of <br /> the two. <br /> The same method shall be used to calculate the buffer around the reservoir itself. New <br /> structures shall be located at least 150' from the reservoir or outside of the stream buffer; <br /> whichever is greater. <br />UNIV-PW The buffer width shall be calculated far both Method A and Method B, and at any given <br /> point along the stream, the width of the buffer shall be the larger of the two. <br />CANE-CA The buffer width adjacent to streams shall be the width calculated using Method A. <br />U-ENO-CA <br /> The same method shall be used to calculate the buffer around the reservoir itself. New <br /> structures shall be located at least 1 SO' from the reservoir or outside of the stream buffer, <br /> whichever is greater. <br />U-ENO-PW The buffer width shall be as calculated using Method A, or 150', whichever is less, <br />L-ENO-PW except where density exceeds 1 du/ac and impervious surface exceeds 12%. <br />BACK-PW <br /> Where density exceeds 1 du/ac and impervious surface exceeds 12%, the buffer width <br /> shall be calculated as above, but shall not be less than 100'. <br />CANE-PW The buffer width shall be the width calculated using Method A, or 150', whichever is <br />LITTLE-PW less. <br />HYCO-PW <br />FLAT-FW <br />HAW-PW <br />JORDAN-PW <br />