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S = Sufficient <br /> 1 = Insufficient <br /> S I 6.0 PERCOLATION TEST INFORMATION SECTION <br /> EJ ❑ 6.1 Site map showing the location,with concise and accurate dimensions of the percolation test holes on the parcel. <br /> 3 3/ ❑ 6.2 The minimum number of shallow and deep percolation tests was performed for each parcel. <br /> Pg 3 a ❑ 6.3 Description of the date,time and protocol used to prepare the test hole, including depth and dimensions of hole, <br /> p � preparation of hole, and depth of water used to presoak(minimum 12 inches). <br /> f5 3 E ❑ 6.4 Description of the date,time and condition of the test hole after the 24-hour soak period (hole still intact,hole dry, <br /> depth to water remaining in hole,etc.) <br /> Pg.3 ❑ 6.5 The test conformed to SJC Policy EHD 02-02(correct depth,diameter,2"gravel,6"water refill,correct readings <br /> recorded). <br /> ❑ LTJ <br /> &k.6 Complete Percolation Test Form(including readings)was provided with REHS verification signature. The rate <br /> was correctly calculated using the last reading. `l,c 4 cs-.-4+fi z j� ,a < Cc d c d <br /> v / ❑ 6.7 Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br /> �} N E ❑ 6.8 Discussion of percolation rates in relation to the type,size and location of future leach fields needed at the site. <br /> ,J 7.0 CONCLUSION SECTION <br /> puu [� ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> I <br /> Reviewed By: Michael F. Escotto Reviewed Date: <br /> EnD 26-03 Page 2 of Soil Suitability Checklist <br /> 7/14/2003 <br />