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.. November 17,2005 NOA Project Number: E05152A L mg/L-NO3,which is well below the maximum contaminant drinking water limit of 45 mg/L-NO3. At the time of this report, the result of the DBCP was not available. The DBCP will be submitted in a separate letter to EHD when it becomes available. According to the most recent published ground water maps, the depth to ground water ground water lies between 133 and 139 feet below ground surface. Ground water flows at a gradient ranges between three to five feet per mile to the west-southwest in the vicinity of the Site. r Based on the information presented in this report and EHD development criteria,our office concludes the soils of the site are suitable for a standard septic system utilizing leach lines and seepage pits. EHD Onsite Wastewater Disposal Standards should be followed when planning, siting,and constricting the septic system. 8.0 LIMITATIONS The conclusions of this report are based on the information provided regarding the existing and proposed development, the use of the subject property, and the site conditions as they existed at the time we excavated our test holes and performed the percolation tests. It was assumed that the test holes and percolation test results are representative of the subsurface conditions in the general area. i, Our professional services were performed, our findings obtained, and our conclusions proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Test findings and statements of professional L, opinion do not constitute a guarantee or warranty, expressed or implied. NEIL O.ANDERSON&ASSOC., INC. ` D elch,Principal Geologist CEG-2151, CHG-653, GP-1049 D GFOC C.7 J WFC c� p� No. 2151 .. ¢ CERTIFIED ENGINEERING S� GEOLOGIST P OFC v 10