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130 <br /> e) Minimum Buffer Width Required <br /> DISTRICT MINIMUM STREAM BUFFER WIDTH' <br /> UNIV-CA The buffer width shall be calculated for both Method A and Method B, and at <br /> UNIV-PW any given point along the stream, the width of the buffer shall be the larger of <br /> the two. <br /> CANE-CA The buffer width shall be the width calculated using Method A. <br /> U-ENO-CA <br /> U-ENO-PW The buffer width shall be as calculated using Method A, or 150', whichever is <br /> L-ENO-PW less, except where density exceeds 1 du/ac and impervious surface exceeds <br /> 12%. <br /> Where density exceeds 1 du/ac and impervious surface exceeds 12%, the buffer <br /> width shall be calculated as above, but shall not be less than 100'. <br /> CANE-PW <br /> LITTLE-PW <br /> BACK-PW The buffer width shall be the width calculated using Method A, or 150', <br /> HYCO-PW whichever is less. <br /> FLAT-PW <br /> HAW-PW <br /> JORDAN-PW <br /> 6.23.11 WATER SUPPLY/SEWAGE DISPOSAL FACILITIES <br /> DISTRICT WATER SUPPLY/SEWAGE DISPOSAL <br /> UNIV-CA Water supply and sewage treatment systems shall be limited to individual wells <br /> UNIV-PW and on-site septic tanks systems or individual on-site alternative disposal systems. <br /> No new treatment system will be permitted where effluent disposal occurs on a <br /> separate lot from the source of wastewater generation. <br /> Repair systems are permitted on a lot other than the lot which is the source of <br /> wastewater generation provided that the Orange County Health Department <br /> certifies that: <br /> 1. The residence or use has a failing system, AND <br /> there is not a suitable location for a repair system on the same lot as the <br /> residence or use, or <br /> 2. In the case of an unimproved lot created by recorded deed, valid probated <br /> will or recorded plat prior to June 15, 1991, there is not a suitable <br /> location for a repair system on the same lot as the residence or use. <br /> 14 <br />