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5. GROUND WATER DEPTH AND TESTING Currently there is a well on Parcel 1 serving the Shermantine residence with the capability of providing all the water necessary to irrigate the area of pasture. on the existing 7,81 acres parcel. Each parcel 2 & 3 will develop their awn wells when they are developed. Mr Shermantines well is to a depth of 185'/ 6. SOIL PROFILE AND PECOLATION TESTS Three test holes for percolation were drilled to a depth of 20.5' to 25' and 12" in diameter. Visual classification of each stratum encountered was made in the field by a Civil Engineer at the time the test holes were drilled and are shown on the perk test logs. The location of the test holes are shown on the attached application. The deep pits are recam ended to be to a depth of 25' . Percolation tests were performed in the holes with a copy of these tests attached. It can be seen fran the tests that the perk rate for the tests ranged frau 8' per hazer for test hole 2 and 36" per hour for both test holes 1 and 3. The deep pits will be the method of installation. System will contain a septic tank, 3 leach lines and 3 deep pits. 7. CONCLUSION Based on the results of the percolation test, the soil profile and the past performance of the existing septic systems in the area and the wells in service in this area, would not be adversely affected or be detrimental to the ground water supply and will meet the requirements of the San Joaquin County Public Health Services Department. 8. LIMITATIONS The conclusions in this report are for the information gathered only and does not warrent any portion of the site not tested. It is assumed that the test results should be representative of the site as a whole. Sincerely, William Armstrong, P.E. Q�0 QROFESS1pNq�Fy 5 WILLIAM CLYDE C� W ARMSTRO No. 1 Exp./2-3/•95 �r �lglE Of CAL*��\Q