Laserfiche WebLink
Iu <br /> , 1 1 <br /> I � <br /> k Quarterly Report - First Quarter 2003 w <br /> • ` CHEROKEE TRUCK STOP <br /> 3535 East Cherokee Road, Stockton, California ~ <br /> 1 # <br /> I' 1.0. INTRODUCTION ' <br />' At the request of Mr Ellis Cecchim of Cecchini, Ceechini and Giovannoni, Advanced <br /> GeoEnvironmental, Inc (AGE) has prepared this report for field 'work performed at 3535 East <br /> 'Cherokee Road, Stockton, California, during the first quarter of 2003 The scope of work included <br />' installing one ground water monitoring well,conducting a quarterly ground water monitoring event <br /> and preparation of this report <br /> The site setting is illustrated in Figure 1 Strictures, monitoring well and soil boring locations are <br /> illustrated in,Figure 2 Background information was summarized in the AGE-prepared Problem <br /> Assessment Report, dated 16 August 2001 t I 3 <br /> 1 , <br />' At the request of the San Joaquin County Environmental Health Department(EHD),Cherokee Truck <br /> q q ty <br /> Stop quarterly ground water monitoring events are coordinated to occur concurrently with ground <br />' I water monitoring activities at the adjacent Moore Truck Lines property (3400 Newton Road) <br /> I , <br /> `I 1 <br /> lie 2.0. PROCEDURES <br /> On 24 February 2003, six ground water monitoring wells and the large on-site domestic well were <br />' purged and sampled Field work was performed in accordance with the Central Valley Regional <br /> Water Quality Control Board (CVRWQCB) and EHD guidelines for the investigations of <br />' underground storage,tank (UST) sites and sampling ground water monitoring wells, respectively <br />' 2 1 WELL MONITORING AND EVACUATION , ' <br /> I 'a <br /> 1 <br /> 1 { , <br /> On 24 February 2003, arSolinst water level,meter was°used to measure the depth'to'ground water' <br /> relative to the tops ,of the well casings in six monitoring wells in the area-of the former UST <br /> locations The ground water lelevation in wells MW-2 through,MW-6 and ground water flow <br /> direction for the site were determined from the data collected (Table 1) ' ` 1 <br /> 1 I '1 <br /> After measuring ground water depths, monitoring wells UST-2 through UST-7 were purged using <br /> a Waterra inertial pump' Betweefi 6 and-14 gallons=of water were removed from wells UST-21 <br />' through UST-7(a minimum of three casing-water volumes per well) Groundwater was purged from <br /> j near the top,of the water column to remove water trapped within the unscreened interval of the well <br /> casings' Temperature,pH and conductivity of purged water were measured at regular intervals during purging; using an I Oak-ton water analyzer The recorded field data and logs are included in <br /> • Appendix A'Purged water was stored on-site in 55-gallon DOT-approved drums pending laboratory <br />' analysis <br /> I <br /> 1 Advanced GeoEnvironmental,inc <br /> r <br /> I u <br /> 1 I x l 5 I <br /> r I � <br />