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i <br /> . be obtained prior to beginning field work Three soil bonng/monitonng wells are proposed at the <br /> locations shown on Figure 2 All drilling equipment shall be thoroughly cleaned prior to drilling and <br />' between individual borings to prevent the introduction of contaminants from off site or between <br /> boring locations <br /> The soil borings shall be advanced with hollow-stem drilling equipment fitted with a bit with sufficient <br /> diameter to drill a boring in which a two-mch diameter monitoring well can be installed Borings shall <br /> be logged by a California Registered Geologist using the Unified Soil Classification System A log <br /> of each bonng, including soil and lithologic descriptions, depths of water bearing zones, petroleum <br /> contamination shall be kept during the drilling operation <br /> Soil samples shall be collected using industry-standard sampling and sample handling procedures Soil <br /> samples shall be collected at depths of four and eight feet bgs using a split-barrel sampler driven ahead <br /> of the bit The sampler tool shall be fitted with two-inch diameter, clean, brass sleeves to retain the <br /> sample for transport to the laboratory The brass sleeves shall be sealed with Teflon sheet and plastic <br /> end caps <br /> The well borings shall be advanced to 20 feet bgs or approximately 10 feet below the groundwater <br /> level The static groundwater level was measured at approximately nine feet bgs on 21 January 1999 <br /> The monitoring wells shall be constructed with two-inch solid PVC casing and 0 020-inch slotted <br /> casing (factory-milled well screen) The well screen shall be set from approximately five to 20 feet <br /> bgs The solid casing shall extend from to approximately 0 5 feet below ground surface to allow a <br /> flush surface completion A filter pack of #3 sand shall be placed around the well screen to <br /> approximately one foot above the screen A one foot filter seal of bentonite chips shall be placed on <br /> top of the filter pack The sanitary seal shall extend from the top of the filter seal to approximately <br /> one foot bgs The surface shall be completed with a traffic-rated vault box <br /> The monitoring wells shall be surveyed to obtain the relative elevations of the ground surface and top- <br /> of-casing(TOC), and the horizontal positions The depth to groundwater shall be measured from the <br /> TOC to determine the groundwater gradient <br /> The monitoring wells shall be developed until the water appears clear of sediment or until five well <br /> casing volumes have been extracted Water extracted from the monitoring wells shall be placed into <br /> appropriate containers and left on site for disposal by the property owner The groundwater in the <br /> well shall be allowed to stabilize for at least 24 hours after well development before commencing with <br /> sampling <br /> B Collection and Analysis of Groundwater Samples <br /> Prior to sampling, the static groundwater level shall be measured from the TOC for groundwater <br /> gradient determination As monitoring well purging proceeds, the extracted groundwater shall be <br /> evaluated for the field parameters pH, electrical conductivity, and temperature At least five well <br /> volumes shall be extracted in preparation for sampling <br /> WORK-PLAN FOR LIMITED SOIL AND GROUNDWATER INVESTIGATION <br /> SUNNYSIDE PRODUCE, THORNTON, CALIFORNIA PAGE 3 <br />