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= InsutTiciint <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 holes on the parcel. <br /> ..,(.,, <br /> 0 El 6.2 The minimum numbebf 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 /> retarded). <br /> ❑ 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 /> 0 ❑ 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 /> n ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed T3 �. �r...�t � <br /> y: ,�� �. �- .:.._ --...._ .:::. .............: Reviewed Date: <br /> a.A. �., l.:'.s i...F <br /> H11)26-02 i.10? Page 7 of 3 Coil Suilability['hvalisl <br /> ..............:......... ... _.. ........ .............................................................................................................................................. ..................... . .. <br />