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S = Sufficient <br /> I = Insufficient <br /> S I 6.0 PERCOLATION TEST INFORMATION SECTIO <br /> f CD <br /> [� ❑ 6.1 Site map showing the location,with concisad ac r teYiimensions of the pPr olatn test h�les on the parcel. <br /> [r]� ❑ 6.2 The minimum number of shallow and deep 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 hole, <br /> / preparation of hole, and depth of water used to presoak(minimum 12 inches). 4— <br /> l�� ❑ 6.4 Description of the date,time and conditio"f the tes hole after the 24-hour soak period (hole still intact, hole dry, <br /> _/ depth to water remaining in hole, etc.) C <br /> Ej ❑ 6.5 The test conformed to,SJC Policy EHD 02-02 (correct depth, diameter, 2"gravel, 6"water refill, correct readings <br /> / recorded). / Y-(, y I <br /> D ❑ 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 /> [1�J ❑ 6.7 Discussion of any potential problems predicted and/or the nepP for an engineered or alternative septic system. <br /> L ll <br /> E3/ 0 6.8 Discussion of percolation rates in relation to the type, s en location 4"/�)cCh fields needed at the site. <br /> 7.0 CONCLUSION SECTION 757 <br /> [� ❑ 7.1 The report was signed and stamped by the appropriately registered individw� <br /> Reviewed By: " /��1/j �� Reviewed Date: �D <br /> EHD 26-02-003 Page 2 of 3 Soil Suitability Checklist <br />