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E ❑ 5.1 Site map showing the location,with dimensions, of the soil profile pit on the parcel. ® ❑ 5.2 Description of soil profile pit including depth and dimensions. ® ❑ 5.3 Description of soil lithology as noted from test pit by appropriate professional using industry standard protocol. ® ❑ 5.4 Discussion of soil lithology as related to future onsite septic uses. S = Sufficient I = Insufficient S I 6.0 PERCOLATION TEST INFORMATION SECTION ® ❑ 6.1 Site map showing the location,with concise and accurate dimensions of the percolation test holes on the parcel. 6.2 The minimum number of shallow and deep percolation tests was performed for each parcel. ® ❑ 0 1 Shallow Percolation test • Perc rate of 1.19 minutes per inch ® ❑ 6.3 Description of the date, time and protocol used to prepare the test hole, including depth and dimensions of hole, preparation of hole, and depth of water used to presoak(minimum 12 inches). ® ❑ 6.4 Description of the date,time and condition of the test hole after the 24-hour soak period (hole still intact, hole dry, depth to water remaining in hole, etc.) ® ❑ 6.5 The test conformed to SJC Policy EHD 02-02(correct depth, diameter,2"gravel, 6"water refill, correct readings recorded). • Used one hour test and reading every five minutes, due to fast percolation rate. ® ❑ 6.6 Complete Percolation Test Form (including readings)was provided with REHS verification signature. The rate was correctly calculated using the last reading. ® ❑ 6.7 Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. ® ❑ 6.8 Discussion of percolation rates in relation to the type, size and location of future leach fields needed at the site. 7.0 CONCLUSION SECTION ® ❑ 7.1 The report was signed and stamped by the appropriltely registered individual Reviewed By: Aaron Gooderham iANWReviewed Date: —�ft 06/15/2020 EHD 26-02-003 Page 2 of 3 Soil Suitability Checklist