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1.0 INTRODUCTION Technical Studies, Inc. (TEST) has prepared this Soil Suitability Study Report for the property located 12828 N. Sacramento Road, Lodi, California 95240 on behalf of Mr. Taj Khan president California Islamic Center (owner), for submittal to the San Joaquin County, Environmental Health Department (EHD). Most of the site information (required in Soil Suitability Study F41 Requirements Checklist) are presented in the Nitrate Loading Study (NLS) prepared by James D Robinson, PE, CEG. This report includes remaining information including groundwater F1analytical test results and percolation test results. The purpose of the soil suitability study report is to evaluate the quality of groundwater and soil beneath the California Islamic Center site in accordance with San Joaquin County requirements. The scope of work was completed according to the San Joaquin County, Community Development Department "Conditions Of Approval" use permit application No. PA-0800259 (APN: 058-070-23) dated May 27, 2009. In accordance with use permit application, site is F1 approved for 10,200 square foot building for a neighborhood church for a maximum capacity 249 people. F) Existing structures, one well, septic system of single family home, tress, site topo are presented in(Appendix A)"Site Map". F! 2.0 BACKGROUND Currently there is a single family home west of property along lower Sacramento Road. F1 Remaining approximately 17 acres are in agricultural land use. Past use of this land is described in attached NLS report. Fj 3.0 GROUNDWATER ANALYTICAL TEST RESULTS 3.1 GROUNDWATER SAMPLE COLLECTION TEST conducted groundwater sampling activities at 12828 Lower Sacramento Road, Lodi on July 12, 2010 and July 20, 2010. During this visit, two sets of groundwater samples were collected from the faucet of the domestic well. Each set contain three (3) 40-milliliter vials for DBCP testing. 1 Decontamination procedures include a thorough washing of the bailer using a potable water and j non-phosphate detergent (i.e., Alconox) wash with a double rinse using laboratory grade de- ionized water. �j Water from tap was filled in bailer to avoid splashing of water from tap. The 40-milliliter vials were filled using the flow control valve on the bottom of the disposable polyethylene bailer. The glass vials were labeled, placed in iced storage and delivered to KIFF Analytical LLC, a State of California certified analytical laboratory. A chain-of-custody record was maintained during shipment of the samples to the laboratory (Appendix B). One 250-milliliter poly sample collected from the faucet of the domestic well on July 20, 2010 for Nitrate testing in F41 t n