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S = Sufficient <br /> I = Insufficient <br /> S I 6.0 PERCOLATION TEST INFORMATION SECTION <br /> ❑ 6.1 Site map showing the location, with concise and accurate dimensions of the percolation test holes on the paMel. <br /> ��� � ❑ 6.2 The minimum number of shallow and dee <br /> �� ❑ p percolation tests was performed for each parcel. <br /> 6.3 Description of the date,time and protocol used to prepare the test hole, including depth and dimensions of hale, <br /> ED <br /> of hole, and depth of water used to presoak (minimum 12 inches). <br /> /a 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 /> ED 6.5 The test conformed to SJC Policy EHD 02-02(correct depth, diameter,2"gravel, 6"water refill,correct readings <br /> recorded). <br /> ❑ 6.6 Complete Percolation Test Form (including readings)was provided with REHS verification signature. The rate <br /> was correctly calculated using the last reading. <br /> ❑ 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 /> ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: <br /> Reviewed Date: <br /> erro 26-02-003 Page 2 of 3 soil Suitability checklist <br />