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S = Sufficient <br /> I=Insufficient <br /> S I 5.0 SOIL PROFILE INFORMATION SECTION <br /> I DU rn soi <br /> 5.1 Site map showing the location,with dimensions, of the soil profile pit on the parcel. `o/'Vl YYlm y l G� <br /> ✓ TO <br /> ❑ 5.2 Description of soil profile pit including depth and dimensions. 16 Tf oll <br /> L4 ❑ 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. <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> 6.1 Site ma showing the Igcation,with concise and nrc;urate dimensions of the percolation test holes on the parcel. <br /> ov .v -- ,, ,, of anw� A w.( coca w o� the IPwotafibh f cse <br /> ❑ 6.2 The minyu ourbQ Uof sha�¢�and degp percolation tests'was performed for each parcel. <br /> Coh <br /> ❑ 6.3 Description of the ate, Ime and protoco e o 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 P 'li,c�EHD 02-02 (correct depth, diameter,2"gravel, 6"water refill, correct readings <br /> recorded). V0 u 4 • � *2 W W jo(A <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 /> pVWS(VA �,m�9l�adic� r�n� S i�p (fieyd, t lol i� <br /> 7.0 CONCLUSION SECTION r,�,,,,/�pI' <br /> ❑ 7.1 The report was signed and stamped by the appropriately registered individual oon yr�' 'pro <br /> Reviewed By: spstiv n Thavu.vu.avovugsa Reviewed Date: <br /> Z� �N4 <br /> EHD 26-03 Page 2 of 3 SOIL SUITABILITY STUDY CKLST <br /> 4/24/12 <br />