Laserfiche WebLink
S = Sufficient <br /> I=Insufficient <br /> S 1 5.0 SOIL PROFILE INFORMATION SECTION <br /> ❑ 5.1 Site map showing the location,with dimensions, of the soil profile pit on the parcel. <br /> ❑ 5.2 Description of soil profile pit including depth and dimensions. P,S <br /> ® ❑ 5.3 Description of soil lithology as noted from test pit by appropriate professional using industry standard protocol. <br /> ® ❑ 5.4 Discussion of soil lithology as related to future onsite septic uses..p,,,G <br /> 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 /> pf.ct�'e �Laf� 4 <br /> © ❑ 6.2 The minimum number of shallow and deep percolation tests was performed for each parcel. <br /> IN ❑ 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 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 /> �y] ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: Reviewed Date: 7110118r <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />