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5.3 Description of 1t lithology as noted from test pit by ap riate professional using industry <br /> ❑ ❑ standard protocol ) (. a <br /> ❑ ❑ , 5.4 Discussion of soil lithology as related to future onsite septic uses. <br /> S��1p <br /> NEN <br /> 'Y/S=Sufficient <br /> f' I =Insufficient <br /> S 1 6.0 PERCOLATION TEST INFORMATION SECTION <br /> ❑ ❑ 6.1 Site map showing the location, with concise and accurate dimensions of the percolation test <br /> holes on the parcel. <br /> ❑ ❑ 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 <br /> dimensions of hole, preparation of hole, and depth of water used to presoak(minimum 12 <br /> inches). <br /> ❑ ❑ 6.4 Description of the date, time and condition of the test hole after the 24-hour soak period (hole <br /> still intact, hole dry, 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 <br /> refill, correct readings recorded). <br /> ❑ ❑ 6.6 Complete Percolation Test Form (including readings)was provided with REHS verification <br /> signature. The rate was correctly calculated using the last reading. <br /> ❑ ❑ 6.7 Discussion of any potential problems predicted and/or the need for an engineered or <br /> alternative septic system. <br /> ❑ ❑ 6.8 Discussion of percolation rates in relation to the type, size and location of future leach fields <br /> needed at the site. <br /> 7.0 CONCLUSION SECTION <br /> 0 ❑ 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: <br /> EHD 26-02-003 2 Soil Suitability Checklist <br /> nnnnnnn <br />