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'/® ❑ 5.4 Discussion of soil lithology as related to future onsite septic uses. <br /> S = Sufficient <br /> I = Insufficient <br /> S I 6.0 PERCOLATION TEST INFORMATION SECTION <br /> !1Z ❑ 6.1 Site map showing the location,with concise and accurate dimensions of the percolation test holes on the parcel. <br /> y/® ❑ 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). <br /> kl'® ❑ 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 /> /® ❑ 6.5 The test conformed to SJC Policy EHD 02-02(correct depth, diameter, 2"gravel,6"water refill, correct readings <br /> recorded). <br /> Al ® ❑ 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 type, size and location of future leach fields needed at the site. <br /> 7.0 CONCLUSION SECTION <br /> u ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: Lisa Medina, Sr. R.E.H.S. Reviewed Date: 61 2010 ;17 <br /> I <br /> I <br /> i <br /> EHD 26-02-003 Page of 2 Soil Suitability Checklist <br />