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ARCHIVED REPORTS XR0001721
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2900 - Site Mitigation Program
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PR0522479
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ARCHIVED REPORTS XR0001721
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Last modified
5/17/2019 3:23:28 PM
Creation date
5/17/2019 2:38:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001721
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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�r I� <br /> • Quarterly Report - June 1997 <br /> Geweke Land Development & Marketing <br /> 16 South Cherokee Lane, Lodi, California <br /> 1.0. INTRODUCTION AND SCOPE OF WORK <br /> At the request of Geweke Land Development & Marketing (GLDM), and in accordance with <br /> Cleanup and Abatement Order No. 93-701,Advanced GeoEnvironmental, Inc., (AGE) has prepared <br /> this report of monitoring and remediation field activities performed at 16 South Cherokee Lane, <br /> Lodi, California during the second quarter of 1997. The site and its surroundings are illustrated on <br /> Figure 1 - Vicinity Map. Structures and well locations are shown on Figure 2 - Site Plan. <br /> Ground water and soil monitoring is scheduled on a periodic basis to assess remediation progress <br /> and microbiological activities. The scope of work covered by this report was to evaluate the field <br /> data and summarize the progress of the in-situ bioremediation project and to document monitoring <br /> activities at the site during the second quarter of 1997. Results of previous investigations and <br /> monitoring events at the site are detailed in the Problem Assessment Report(PAR) and the Quarterly <br /> Report- March 1996. <br /> • 2.4. PROCEDURES <br /> 2.1. MONITORING WELL PURGE PROCEDURES <br /> On 11 June 1997, a Solinst water level meter was used to measure the depth to ground water in each <br /> monitoring well (Table 1). Monitoring wells MW-7, MW-8 and MW-14 were purged using a 2-inch <br /> diameter submersible pump. Monitoring wells MW-6, MW-9, MW-11 and MW-12 were purged <br /> using clean PVC bailers. In accordance with the revised monitoring and reporting program No. 93- <br /> 701, monitoring wells MW-1 through MW-5, MW-10, MW-13 and EW-1 were not sampled. A <br /> minimum of three well volumes of water was removed from each purged well. <br /> Temperature, pH and conductivity of the purge water were measured at regular intervals using an <br /> TCM water analyzer. Dissolved oxygen was also measured during purging of each well. Monitoring <br /> well stabilization data and field sheets are included in Appendix A. The purge water was placed in <br /> DOT-approved drums and stored on-site. <br /> 2.2. COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well using disposable plastic bailers. Immediately <br /> upon retrieval, the samples were transferred into 40-m1 EPA-approved VOA vials containing 0.5 ml <br /> • of 18% hydrochloric acid as a preservative. The samples were stored and transported in a chilled <br /> container to McCampbell Analytical, Inc. (MAI), in Pacheco, California, under chain-of-custody. <br /> Advanced CeoEnvironmental,Inc. <br />
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