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} S = Sufficient <br /> = Insufficient <br /> I 6.0 PERCOLATION TEST INFORMATION SECTION <br /> ❑ 6.1 Site map showing the location,with concise and accurate dimensions of the r <br /> ! [� ❑ pe colat;on test holes on the parcel. <br /> I 6.2 The minimum number of shallow and deep percolation tests was performed for each Bartel. <br /> ❑ 6.3 Description of the date,time and protocol used to prepare the test hole, including dep h and dimensions of hol <br /> preparation of hole,and depth of water used to presoak(minimum 12 inches). e' <br /> ❑ 6.4 Description of the date, time and condition of the test hole after the 24-hour soak pe^cd (hole still intact, hole d <br /> depth to water remainirig in hole, etc.) ry, <br /> ❑ ❑ 6.5 The test conformed to SJC Policy EHD 02-02.(correct depth, diameter,2"gravel,6'water refill,correct readings <br /> recorded}. g <br /> 6.6 Complete Percolation Test Form(including readings)was provided with RENS verification signature. The rate <br /> ]/ was correctly calculated using the last reading. <br /> L� ❑ 6.7 Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br /> ❑ 6.8 Discussion of percolation rates in relation to the <br /> type, size and location of future leach fields needed at The site. <br /> 7.0 CONCLUSION SECTION <br /> LTJ ❑ 7.1 The report was ed and stamped by the appropriately registered individual <br /> Reviewed By: <br /> Reviewed Date: <br /> 1 <br /> i <br /> I <br /> w <br /> M <br /> f <br /> i. <br /> i <br /> i <br /> i <br /> t <br /> I <br /> Erto 26-02-003 <br /> 7/14/2003 Page 2 of 3 <br /> I <br />