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Mr. Sandi De Jong October 10,2006 Page 2 NITRATE LOADING STUDY ADDENDUM SJC APPLICATION NUMBER: PA-06-410 24155 NORTH 99 WEST FRONTAGE ROAD, ACAMPO, CALIFORNIA v1.0 INTRODUCTION AND PROPOSED DEVELOPMENT Our office was contracted by Mr. Sandi De Jong of Sunnyrose Cheese Ltd. to conduct a Nitrate Loading Study (NLS) Addendum for the property at 24155 North 99 West Frontage Road. Our office was contracted to do a Soil Suitability Study and Nitrate Loading Study for Mr. De Jong in September of 2003 for the same property as it was being turned into a specialty coffee and food store. Please refer to the relevant sections of the September 25,2003 report for details regarding the Soil Suitability Study and Nitrate Loading Study (NOA Job number LG03-329).This addendum will discuss only the sections that need to be updated for the current project. 1--1.1 Site Description The San Joaquin County Assessor Parcel Number for the Site is 005-160-11. The San Joaquin County Site Approval application number for the previous project was PA-03-00444. The new project application number is PA-06-410.A tentative site plan,created in 2003 by Monte K. Seibel &Associates of Lodi, showed that the Site is 3.5 acres net in size (Plate 1). The property size has not changed. As mentioned previously, the address is 24155 North 99 West Frontage Road Highway,Acampo,California. "12 Proposed Development According to Mr. De Jong, the specialty coffee and food store will be transformed into a cheese and wine retail shop with a coffee drive through. The current building location and size will change on site,but the work force will stay the same. The site will have a 2,000 square foot cheese making room and storage area.All cheese related waste will be hauled to a local dairy farm for cattle feed. The building is expected to increase customer use approximately 50 percent. 3.0 EXISTING AND PROPOSED SEPTIC TANK USAGE 3.1 Existing On-Site Septic Tank Usage The site currently has one septic system which serves the facility. Mr. De Jong installed a significantly larger system for the facility with the foresight that he would possibly be increasing and changing the size and use of the facility. The current system is comprised of three 60 inch seepage pits and three 80 foot leach lines with infiltrators. One,2,000 gallon septic tank exists on site for the grease trap and two,2,000 gallon septic tanks are used for the septic system. ,p �- 5 _ U