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' 05 November 2014 AGE Project No. 14-3119 ' Page 7 of 17 t4.6. GROUND WATER ANALYTICAL REPORT CTEL laboratory reports with quality assurance/quality control (QA/QC) reports and ' chain-of-custody forms are be supplied in Appendix C. Nitrate (NO3) was detected at 0.5 milligrams per liter (mg/1). 1 5.0. SOIL PROFILE On 10 July 2014, an Onsite Wastewater Treatment System Permit was issued by the EHD (Appendix D) for the above referenced property. ' On 21 July 0014, a 4-inch hand auger was utilized to advance a percolation test hole to 36-inches bsg in the subject parcel. ' 5.1. SITE MAP ' A plan of the specific site features (i.e., structures, drives, wells, septic systems, large trees, pastures, pools, natural drainage courses, ponds, waterways, etc.) is illustrated on Figure 2. 1 ' 5.2. SOIL PROFILE PIT INCLUDING DEPTH AND DIMENSIONS The test hole was located in vicinity of the proposed church septic system infiltration ' lines, which will be utilized for the proposed church when completed. The percolation test hole was advanced to a depth of 36-inches bsg. A site plan depicting proposed site features and location of test holes is included as Figure 1. ' 5.3. SOIL LITHOLOGY WITHIN TEST HOLE tThe soil was visually described in accordance with the Unified Soil Classification System by a representative of AGE under the supervision of a California Professional ' Geologist. ' 5.4. SOIL LITHOLOGY AS RELATED TO FUTURE ONSITE SEPTIC USES The soil sample collected from the boring consisted of soils ranging from sand to silt ' and gravel in the upper 24 inches to silt with clay at the base of the soil section at three feet bsg. The soil type was considered permeable and with a quantity of coarse grained soil (sand) sufficient for liquid waste disposal and treatment. Advanced CeoEnvironmental,Inc.