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drive the sampler every 4 inches were measured and then converted to Standard Penetration blow counts (N). This information is presented on the Log of Boring sheet, Plate No. 2. The soil samples obtained from the test holes were retained in stainless steel liners in order that the undisturbed nature of the soil's could be preserved until the samples could be tested. in the laboratory. Grab samples were also obtained from the test pit. Samples obtained from the tent holes and test pit were taken to the laboratory of Neil O. Anderson & Associates, Inc., Stockton, California-,.and tested for moisture content and dry unit weight. The results of these tests are presented on the Log of Boring and the Log of Test Pit.sheets. An atterbergr limits test was performed on a sample of the surface soil encountered in the test pit and the results of this test are presented on the Log of Test Pit sheet. i The approximate locations of the test holes and test pit are shown on the location map, Plate No. 1. The location of the test holes and test pit were determined by pacing hence accuracy can be implied only'to the degree that this method warrants. An R-value test was conducted on a sample of th6. subgrade soil obtained from the proposed pavement area at a depth,of from 12 to 18 inches. For approximate location of the sample see the Location Map, Plate Number 1. The results of the.test indicate that the subgrade soil has and R-value of 16 The test data for the R-value test is presented on j - Plate No. 5. A shallow, 36 inch,percolation tests was performed in the area between the proposed leach field and the retention basin. 'A deeper, 5.0 feet, test was attempted but due to high �OERSO D h Z W 4SSOG♦ P 3