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March 13,2000 <br /> Job Number: LGOO-067 <br /> Page 9 <br /> Table: Results and Variables Used in the Mass Balance Analysis <br /> (see worksheets in Appendix for calculations) <br /> Result of Denitrifi- Deep Rain Waste level` Rain Acres <br /> Analysis cation 7 Percolation' Concentration` <br /> .. 2.2 m -N 20% 7.86 inches 1 45.9 m N 1 0.17 m N 1 32.4 <br /> The results of the analysis indicates that viewing the combined septic loads of 1137 gallons <br /> per day(average)effluent at a concentration of 45.9 mg/l N and 7.86 inches of rain at a <br /> concentration of 0.17 mg/1 N for the 32.4 acre site for an average year, the total combined <br /> concentration of nitrates from these two sources before mixing with ground water is estimated to <br /> be 2.2 mg/1-N using a denitrificaiton factor of 20%. This concentration is about 22% of the <br /> maximum contaminate level for the drinking water standard of 10 mg/1-N. <br /> VIII. CONCLUSIONS AND RECOMMENDATIONS <br /> In conclusion, analysis of the percolation test result indicates the onsite soils percolate 8.0 <br /> minutes per inch at a depth of 3.5 feet. The septic permit review has shown that generally the <br /> standard leach-field design and sumps have been used near on site and in the area. The 10-ft <br /> exploratory boring did not encounter ground water. Recent County ground-water depth maps <br /> have shown the depth to ground water ranges between 15 feet to 22 feet through the year. <br /> The estimated total average yearly nitrate loading concentration for the property is <br /> estimated to be 2.2 mg/1-N, about 22% of the maximum contaminate level for the drinking water. <br /> The analysis has shown that the addition of the new septic system for FTG Construction Materials <br /> project should not impact water quality. <br /> It is important that any new septic system built in sandy areas are designed and <br /> constructed properly. Based on the results of this project, our recommendations are as follows: <br /> 1) Due to the sandy near-surface soils,the leach line trenches should be supplemented <br /> with an organic carbon source such as a organic silt, organic clay, or an ordinary <br /> gardening peat supplement. An appropriate amount of peat soil supplement could <br /> be purchased from a gardening store for example, and lined in the trenches to form <br /> lr 7 Hantzshe N.N.,FinnemoM E.J. 1991,Predicating Ground-Water Nitrate-Nitrogen Impacts. Ground <br /> Water Vol. 30,No. 4. <br /> =OEf JO <br /> i <br />