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I Y <br /> I <br /> t. <br /> All test holes were fast peres. roximately three to four minutes to empty. A call was made to <br /> the Environmental Health De ent for an Inspector. Three more fast peres were observed on <br /> each parcel by 'chael Es tto, SREHS. The percolation test form is included in the report. <br /> As mentioned previ s y moisture was observed at S feet and a saturated condition at 6 feet. <br /> Should a septic system be proposed in the future, it should conform to Figure 7-10 of the EPA <br /> Design Manual and the San Joaquin County Sewage Standards in place at that time. A completed <br /> design should be furnished and installed by a permit from the Environmental Health Department. <br /> The parcels are Targe and any future construction at a different location should have the water <br /> table verified <br /> CONCLUSION <br /> lpserved <br /> field testing explains the constant rapid percolation rate. The top Yof existing soil <br /> ye suitable as part of any mound system. Again additional investigation as to the water table <br /> should be made at any site selected for a septic system <br /> J <br /> S <br /> 4 <br /> (2) <br />