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18 June 2008 <br /> AGE-NC-08-1612 <br /> Page 7 of 10 <br /> 4.4. CONSTITUENTS BEING TESTED FOR IN THE WATER SAMPLE <br /> No constituents were tested in the on-site wells. <br /> 4.5. GROUND WATER SAMPLE COLLECTION u <br /> Ground water samples were not collected from the on-site wells. <br /> 4.6. GROUND WATER ANALYTICAL REPORT j 1 G� <br /> There is no ground water analytical report for the on-site wells. L <br /> 5.0. SOIL PROFILE <br /> On 27 May 2008, an Onsite Wastewater Treatment System Permit was issued by the EHD <br /> (Appendix C)for the above referenced property. On 27 May 2008,a 4-inch hand auger was utilized <br /> to advance a percolation test hole to 42-inches bsg in the subject parcel. <br /> 5.1. SITE MAP <br /> A plan of the specific site features(i.e.,structures,drives,wells,septic systems,large trees,pastures, <br /> pools, natural drainage courses,ponds, waterways, etc.)is illustrated on Figure 2. <br /> 5.2. SOIL PROFILE PIT INCLUDING DEPTH AND DIMENSIONS <br /> The test hole was located near the east center of the proposed parcel split. The percolation test hole \ <br /> (TH-1)was advanced to a depth of 42-inches bsg.A site plan depicting proposed site features and <br /> location of test holes is included as Figure 2. <br /> 5.3. SOIL LITHOLOGY WITHIN TEST HOLE <br /> The soil was visually described in accordance with the Unified Soil Classification System by a <br /> representative of AGE under the supervision of a California Professional Geologist.The soil sample <br /> collected from TH-1 consisted of silt. <br /> Advanced GeoEnvironmental,Inc. <br />