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S.J <br /> fr <br /> November 27,2006 <br /> NOA Project Number: E06115A <br /> i_ south by Whiskey Slough. <br /> 3.0 EXISTING AND PROPOSED SEPTIC TANK USAGE <br /> 3.1 Existing On-Site Septic Tank Usage <br /> Two septic systems are present on the subject property. One of the systems is associated with the <br /> marina office and snack shop.The second septic system is located near the center of the property <br /> and is associated with a permanent trailer on the site.The waste from the 40 trailers is currently <br /> pumped and hauled offsite. <br /> L 3.2 On-Site Septic Permit History <br /> Three septic permits were found for the address 3401 Whiskey Slough Road during file review at the <br /> L EHD on September 16,2006. <br /> Table 1. <br /> On-Site Septic System Permit Summary. <br /> Address,Date Tank Lines,Length,Pits Comments <br /> Capacity <br /> 3401 South Whiskey Slough 1500 gal Treatment package plant,effluent Effluent to meet <br /> 5-27-68 chlorinated and disposed to slough requirements of RWQCB <br /> 3401 South Whiskey Slough 3000 gal Two,20 x 30 filter bed Replacement of 5-27-68 <br /> 4-19-77 permit <br /> 3401 South Whiskey Slough 2-1200 gal 55 x 20'filter bed Installation of a filter bed <br /> 8-21-80 <br /> The septic permits appear to be for the installation of a treatment package plant which was then <br /> I` replaced by a septic tank and filter bed.The third permit was for the installation of a separate <br /> system. <br /> C Repair tic 3.3 On-Site Se Permit <br /> �. P � P � History <br /> LSee Section 3.2 for a description of repair permits reviewed at the EHD on September 16, 2006. >"2'� <br /> 3.4 Existing Septic Tank Usage in the Vicinity <br /> IN. In an attempt to determine the septic system density for the vicinity of the Site, our office reviewed <br /> a recent aerial photograph of the subject property available from Google Earth. We counted the <br /> building clusters within one square mile of the Site,and made the assumption that each building <br /> t_ cluster has one septic system. Using this method,we determined that there are a minimum of <br /> 3 <br /> r <br />