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T. -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 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 dimensions of hole, <br /> preparation of hole, and depth of water used to presoak(minimum 12 inches). <br /> ® ❑ 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 /> ❑ ® 6.6 Complete Percolation Test Form (including readings)was provided with RENS 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 /> ® ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: Rodney Estrada, Lead Senior R.E.H.S. Reviewed Dates: July 29, 2005 & August 4, 2005 <br /> I <br /> EMD 26-02-002 Page 2 of 4 Soil SuitabilitylNnratc Loading Study <br /> I 7114/2003 <br />