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Agenda - 06-28-1994-IX-E
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Agenda - 06-28-1994-IX-E
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2/24/2015 2:32:49 PM
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BOCC
Date
6/26/1994
Meeting Type
Regular Meeting
Document Type
Agenda
Agenda Item
IX-E
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Minutes - 19940628
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\Board of County Commissioners\Minutes - Approved\1990's\1994
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5 <br /> applied. There may also be lots adjacent to <br /> University Lake or Cane Creek which existed <br /> prior to the adoption of watershed standards <br /> that have not yet been built on. The remedy <br /> available at this time is for the property <br /> owner to seek a variance of the setback <br /> requirements to the extent necessary to <br /> develop the property in a reasonable manner. <br /> The proposed amendment would allow a <br /> reduction in the septic and building setbacks <br /> on lots which were created prior to January <br /> 1, 1994 to the extent necessary to build on <br /> the property, provided that septic system and <br /> structures remain outside of stream buffers, <br /> And the septic system remains at least 100 ' <br /> from the reservoir (as required by the State <br /> mandate) . <br /> EXISTING ORDINANCE PROVISIONS AND PROPOSED AMENDMENT: <br /> 6.23.7 STREAM BUFFERS <br /> e) Minimum Buffer Width Required <br /> DISTRICT MINIMUM STREAM BUFFER WIDTH <br /> UNIV-CA The buffer width adjacent to streams shall be <br /> calculated for both Method A and Method B, and at <br /> any given point along the stream, the width- of <br /> the buffer shall be the larger of the two. <br /> The same method shall be used to calculate the <br /> buffer around the reservoir itself. New <br /> structures shall be located at least 150 ' from <br /> the reservoir or outside of the stream buffer, <br /> whichever is greater; EXCEPT when the lot was <br /> created prior to 1/1/94 and it is shown that <br /> application of the 150 ' setback would render the <br /> lot unbuildable. In that case, the 150 ' setback <br /> may be reduced, but only to the extent necessary <br /> to allow development of the lot, provided that <br /> the reduced buffer width remains at least as wide <br /> as the stream buffer. <br /> UNIV-PW The buffer width shall be calculated for both <br /> Method A and Method B, and at any given point <br /> along the stream, the width of the buffer shall <br /> be the larger of the two. <br />
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