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November 5, 2007 <br /> PART II: NITRATE LOADING STUDY <br /> NEW MOOSE LODGE <br /> 3824 EAST WOODBRIDGE ROAD <br /> ACAMPO, CALIFORNIA <br /> OUR PROJECT NUMBER: E07175A <br /> d INTRODUCTION <br /> Our office was contracted by Peter Friis of Friis Constructors, Inc. to conduct a Nitrate Loading <br /> Study (NLS) for the property at 3824 East Woodbridge Road, Acampo, California. Please refer <br /> to the relevant sections of the attached Soil Suitability Study (SSS) for introductory project <br /> details. <br /> To expedite San Joaquin County Environmental Health Department (EHD) review, the <br /> formatting of this report has been designed to follow, to the greatest degree possible, the <br /> structure of the EHD's Nitrate Loading Study Requirements Checklist, dated July 14, 2003. <br /> Because of concern regarding nitrate leaching into ground water from septic systems, a nitrate <br /> loading analysis was required by the EHD for the proposed development to measure the <br /> potential concentration of percolating effluent and rain fall over the long term. Where <br /> percolating effluent leaches into the ground, ground water quality may be impacted to some <br /> degree should the effluent reach ground water. <br /> The method utilized for the nitrate loading analysis is based on a simple mass balance formula, <br /> discussed in a published article by Hantzsche and Finnemore (1992), which provides a <br /> convenient and simplified method to estimate long-term ground-water nitrate impacts on an <br /> area-wide basis. <br /> Hantzsche and Finnemore found that over a long period of time, water quality in the upper <br /> saturated ground-water zone closely approximates the quality of percolating recharge waters. <br /> They believe that their method is a good planning tool and provides useful information to <br /> planners and local officials but with some real limitations. In their article published in Ground <br /> Water, Hantzsche and Finnemore mention that "...the equation ignores dispersion, lateral flow, <br /> and mixing with ground water flow from up-gradient areas. These processes would generally <br /> contribute to additional reduction of nitrate-nitrogen concentrations in ground water to the <br /> extent that the nitrate-nitrogen concentration of ground-water flow from up-gradient areas is <br /> lower." <br /> The Hantzsche and Fennemore approach is "...a conservative (worst case) first approximation <br /> of ground-water nitrate-nitrogen concentration resulting from the combined effect of on-site <br /> sewage disposal systems and precipitation. This (the equation and approach) is for estimation <br /> of long-term effect (i.e., over years) on ground-water quality, and is not intended for prediction <br /> of seasonal changes" (Hantzsche and Finnemore, 1992). <br /> ,.*44 <br /> 902 Industrial Way•Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 ©2007 Neil O.Anderson&Associates,Inc. <br />