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File No.: 20-1156-89 <br /> January 30, 1990 <br /> Page 2 <br /> Sparologh has been a home owner near Acampo Village for approximately 3 <br /> years. Based on our discussions with Mr. Sterman and Mr. Sparologh it <br /> does not appear that any problems have been noted in sewage disposal or in <br /> water quality. According to Mr. Sparologh, none of his neighbors have <br /> experienced any difficulties with their septic systems. <br /> Item C-2: <br /> Suitability of the soil for development utilizing septic systems. <br /> On December 18, 1989 a representative of our firm to set up six percolation <br /> tests extending 3 feet below the ground surface. Test holes were drilled <br /> with small portable equipment using 6" auger, and PVC perforated pipe was <br /> inserted the length of each test hole. Two inches of clean sand was placed <br /> in the bottom of each hole to prevent disturbance when adding water. The <br /> test holes were then filled with a relatively clean water and left to soak <br /> overnight. <br /> On December 19, 1989 a representative of our firm returned to the site to <br /> perform the percolation tests. As a matter of information, San Joaquin <br /> County requires a minimum percolation rate of 60 minutes per inch for a 3 <br /> feet deep percolation test. The tests were performed according to San <br /> Joaquin County guidelines. None of the six percolation tests conformed with <br /> county standards. <br /> On January 3, 1990 representatives of our firm to set up 10 and 15 feet deep <br /> percolation tests on each of the proposed lots. The test holes were drilled <br /> with a truck mounted drill rig using 6 inch continuous flight auger. The test <br />