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S = Sullmenl <br /> 1 = Insufficimt <br /> S 1 6.0 PERCOLATION TEST INFORMATION SECTION <br /> El ❑ 6.1 Site map showing�hQ to�ation, with concise and accurate dimensions of the percolation test holes on the parcel. <br /> e <br /> FA 6.2 The mi imum nu�,ber of shallow and deep percolation tests was performed for each parcel. <br /> © ❑ 6 <br /> 6.3 Descrip�l�n of the date, time and protocol used to prepare the test hole, including depth and dimensions of hole, <br /> preparation pf hole, and depth of water used to presoak(minimum 12 inches). <br /> ❑ 6.4 Descriptgn of the date, time and condition of the test hole after the 24-hour soak period (hole still intact, hole dry, <br /> depth to wat¢r remaining in hole, etc.) <br /> ® ❑ 6.5 The test Anformed 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 usi g the last reading. <br /> ,(y e(l�,.,4„ t <br /> *i El 6.7 Discussion 6#an potehtial problems predicted and/or the need for an engineered or alternative septic system. <br /> �c� <br /> � <br /> ® Eli rr&6.8 Discusspercolation rates in relation to the type, size and location of future leach fields needed at the site. <br /> 7.0 CONCLJI�N SECTION <br /> ® ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: Reviewed Date: r- <br /> EHD 26-02-003 Page 2 of 3 Soil Suitability Checklist <br />