Laserfiche WebLink
05 November 2014 <br /> AGE Project No. 14-3119 <br /> Page 7 of 17 <br /> 4.6. GROUND WATER ANALYTICAL REPORT <br /> CTEL laboratory reports with quality assurance/quality control (QA/QC) reports and <br /> chain-of-custody forms are be supplied in Appendix C. Nitrate (NO3) was detected at 0.5 <br /> milligrams per liter (mg/1). <br /> 5.0. SOIL PROFILE <br /> On 10 July 2014, an On-site Wastewater Treatment System Permit was issued by the <br /> EHD (Appendix D) for the above referenced property. <br /> On 21 July 0014, a 4-inch hand auger was utilized to advance a percolation test hole to <br /> 36-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 <br /> trees, pastures, pools, natural drainage courses, ponds, waterways, etc.) is illustrated on <br /> Figure 2. <br /> 5.2. SOIL PROFILE PIT INCLUDING DEPTH AND DIMENSIONS <br /> The test hole was located in vicinity of the proposed church septic system infiltration lines, <br /> which will be utilized for the proposed church when completed. The percolation test hole <br /> was advanced to a depth of 36-inches bsg. A site plan depicting proposed site features <br /> and location of test holes is included as Figure 1. <br /> 5.3. SOIL LITHOLOGY WITHIN TEST HOLE <br /> The soil was visually described in accordance with the Unified Soil Classification System <br /> by a representative of AGE under the supervision of a California Professional Geologist. <br /> 5.4. SOIL LITHOLOGY AS RELATED TO FUTURE ONSITE SEPTIC USES <br /> The soil sample collected from the boring consisted of soils ranging from sand to silt and <br /> gravel in the upper 24 inches to silt with clay at the base of the soil section at three feet <br /> bsg. The soil type was considered permeable and with a quantity of coarse grained soil <br /> (sand) sufficient for liquid waste disposal and treatment. <br /> Advanced GeoEnvironmental,Inc. <br />