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Bright Development 7851.4.001.01 <br /> APN 240-040-02, 24832 South Lammers Road July 20, 2007 <br /> SOIL SUITABILITY STUDY Page 4 <br /> 4.0 GROUNDWATER INFORMATION <br /> 4.1 Depth and Gradient of Groundwater <br /> Based on revi a well permit for 24801 S. Lammers Road, de th to groundwater was first <br /> encountered 54 f et below the ground surface (b On my 20, 2007, we measured the depth ell <br /> to groundwate in existing well on the Propert at 25.1 f et below the top of the well casing, <br /> or approximate) 23.5 eet below the surr 1 and s rface. Based on review of a water <br /> level record f a ell located wit 1/4-mile southwest of the Property (State well <br /> no. 02SO4E25J00I M), groundwater has historica y varied between 20 and 30 feet below ground <br /> surface int eneral area. Based on topographic gradient and groundwater basin geometry, <br /> shailovv groundwater is expected to flow to the northeast. <br /> 4.2 Potential Groundwater Contamination Issues <br /> The general area is used for agricultural and rural residential use. As such, the potential exists j <br /> for groundwater to be impacted with nitrate from animal manure and septic systems, and from <br /> agricultural chemical application, primarily dibromochloropropane (DBCP). <br /> 4.3 On-Site Well Sampling <br /> On July 18, 2007, we collected a sample from the on-site domestic-use water well for nitrate and/ <br /> DBCP analysis. The on-site well had an eight-inch-diameter steel casing with a sanitary seal. A <br /> jet pump was located adjacent to the well and was plumbed to a I-inch-diame water line. <br /> N sampi\ng port was at the wellhead. A water sample was collected from a spigot located on - <br /> th oi�of the house within 20 feet of the well. i <br /> 4.4 Water Sample Analyses <br /> The water sample was analyzed for nitrate and DBCP by EPA Methods 300.0 and 8211, �00 I� <br /> respectively. The analytical 1 oratory performing the analyses was Test America (formerly <br /> STL San Francisco), a State rtifie analytical labor located in Pleasanton, California. Theell <br /> analytical results indicated nitrate concentration f 48 1 illigrams per liter (mg/l) and DBCP <br /> below the practical quantific ion I it of 0.00001 n <br /> 4.5 Sample Collection and Handling <br /> Prior to sample collection, the water spigot was turned on and water was allowed to flow for <br /> 10 minutes after the well pump had turned on. Sample containers supplied by the laboratory <br /> (1-liter poly for nitrate and three 40-m1 glass VOA vials for DBCP) were then filled. The VOA <br /> vials were filled by trimming the water flow to a dribble and carefully canting the vials to <br />