Laserfiche WebLink
Quarterly Report - Second Quarter, 2004 s <br /> WEST CLAY PROPERTIES <br /> - 3 639 West Clay Street, Stockton, California <br /> h <br />' 1.0. INTRODUCTION <br /> - At the request of�Ms Tina Mayhew of West Clay Properties, Advanced GeoEnvironmental, Inc <br />' (AGE)has prepared this quarterly report for the property located at 639 West Clay Street,Stockton, <br /> California The site and the surrounding area are illustrated on Figure I- Structures,well and boring <br /> locations are illustrated on Figure 2 <br /> 1 ' <br /> `This quarterly report has been prepared in accordance with Central Valley Regional Water Quality <br /> Control Board(CVRWQCB)' guidelines for investigation of underground storage tank(UST)sites Complete background information is presented in Appendix A s <br />' 2.0. PROCEDURES <br />' On 05 and 06 May 2004,sixteen single-completed and two dual-completed ground water,monitoring <br /> wells were purged and sampled <br />' Field work was performed in accordance with San Joaquin County Environmental Health <br /> Department (EHD) and CVRWQCB guidelines for sampling ground water monitoring wells and <br /> investigating UST sites <br /> 1 , <br /> 2 1 QUARTERLY GROUND WATER MONITORING <br />' Sixteen d single-completed and two dual-completed ground water monitoring wells were purged an <br /> sampled between 05 and 06 May 2004 Eight of the wells (MW-6A, MW-7, MW-8A, MW-11A, <br />' MW-12A,MW-13A,MW-14A and MW-15A)were shallow wells screened from approximately 10 <br /> to 35 feet below surface grade (bsg) Ten wells (MW-1, MW-2, MW-613, MW-8B, ,MW-9, <br /> MW-11B, MW-1213, MW-13B, MW-14B and MW-15B) were deep wells screened from <br /> approximately 40 to 70 feet bsg Wells MW-3 and EW-2 were intermediate wells screened between <br /> 30 and 50 feet bsg _ <br /> 21 1 Well Monitoring and Evacuation <br /> r <br /> A Solmst water level meter was used to measure the depth to ground water in a1122 wells relative <br /> to the tops of the well casings The ground water elevations and gradient were determined from these <br />' measurements (Table 1) <br /> 1 Advanced GeoEnvironmental,Inc <br />