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Witt Ranch Property <br /> Page No. 4 <br /> Test # Dia. of Hole, in. Depth of Hole, in. Percolation Rate, min/in. <br /> PT-A 8 36 1.1 <br /> PT-B 8 36 4.1 <br /> PT-C 8 36 5.3 <br /> PT-D 1 8 1 36 1 21.3 <br /> VI CONCLUSION <br /> Based on the results of the soil profile holes,percolation tests,and performance of the septic <br /> systems on and around the subject property, it is our opinion that the subject property should be <br /> suitable for continued use and construction of new septic systems. The ground water is relatively <br /> shallow and in order to maintain a minimum of 3 feet of separation between the bottom of the leach <br /> lines, it may be necessary to place some fill in the proposed leach field areas. Any new septic <br /> systems should be properly engineered and installed according to current San Joaquin County <br /> criteria. <br /> Based on the size of the proposed parcel splits it is our opinion that the operation of the <br /> existing septic system and the installation of new systems, if properly maintained, should not <br /> adversely affect the overall quality of ground water in the area. <br /> VII LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the existing <br /> and proposed development, the use of the subject property, and the site conditions as they existed <br /> at the time we excavated our test holes and performed the percolation tests. It was assumed that the <br /> test holes and percolation test's results are representative of the subsurface conditions in the general <br /> area. <br /> ioERSO <br /> v '6 <br /> D �+ <br /> O '� <br /> P <br /> �SSOG\ <br />