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PR0535342
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4700 - Waste Tire Program
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PR0535342
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PR0535342
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Entry Properties
Last modified
7/29/2020 5:32:38 PM
Creation date
7/22/2020 8:36:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4700 - Waste Tire Program
RECORD_ID
PR0535342
PE
4740
FACILITY_ID
FA0020390
FACILITY_NAME
RENEWED RESOURCES CORP
STREET_NUMBER
29425
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25312026
CURRENT_STATUS
02
SITE_LOCATION
29425 S MACARTHUR RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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E <br /> 1 <br /> LFR Levine-Fricke <br /> Creek, an intermittent stream, is located 500 feet to the south. Other surface water in <br /> the vicinity of the Site consists of Delta Mendota Canal (located approximately 0.5 <br /> mile to the southwest) and the California Aqueduct (located 1 mile to the southwest). <br /> 3.0 FOURTH QUARTER GROUNDWATER MONITORING <br /> i <br /> 3.1 Scope of Work <br /> Duringthe fourth quarter 2 <br /> q 003, LFR staff measured the depth to groundwater and <br /> collected groundwater samples from the five site monitoring wells (MW-1 through <br /> MW-5). The five groundwater samples were submitted to a state-certified laboratory <br /> for chemical analysis and LFR staff evaluated the monitoring and sampling results. <br /> 3.2 Groundwater Monitoring <br /> Quarterly groundwater samples were collected from wells MW-1 through MW-5 on <br /> > October 9, 2003. Before the wells were purged and samples were collected, depth to <br /> groundwater was measured using an electronic water-level meter. Groundwater <br /> ' elevations were calculated by subtracting depth to water from previously surveyed <br /> monitoring well elevation measurements. Groundwater elevations are summarized in <br /> Table 1 and groundwater elevation contours for May, August, and October 2003 are <br /> shown in Figures 3, 4, and 5, respectively. <br /> Each well was purged prior to sampling by removing at least 3 well casing volumes of <br /> water. The specific conductance, pH, and temperature of the removed water were <br /> measured and observed during well purging. The water-quality parameters and other <br /> pertinent information were recorded on water-quality sampling data sheets (Appendix <br /> A). <br /> After water parameters stabilized, groundwater samples were collected using a new, <br /> disposable bailer at each well. The water was poured into laboratory-supplied <br /> containers. Each container was capped, labeled with the well identification, time and <br /> date of sample collection, and analysis requested, and then placed into an ice-chilled <br /> cooler for transport to the laboratory. <br /> Standard chain-of-custody protocol was followed during the sample handling process. <br /> Water generated during sampling activities was transferred into properly labeled 55- <br /> gallon drums. The water in the drums will be sampled and analyzed for appropriate <br /> disposal. <br /> 3.3 Chemical Analyses <br /> Collected groundwater samples were submitted to Severn Trent Laboratory, Inc. (a <br /> state-certified analytical Iaboratory), located in West Sacramento, California, on a <br /> z <br /> TTFS QMR Q4-03.FINAL:IEE page 3 <br />
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