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PR0535342
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4700 - Waste Tire Program
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PR0535342
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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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LFR Levine-Fricke <br /> normal (10-day) turn-around schedule. Table 2 provides a summary of the laboratory <br /> analytical results. A complete list of required analytes for the second quarter 2003 is <br /> included in Table 3. Collected groundwater samples were analyzed for the following: <br /> I ! <br /> volatile organic compounds (VOCs) by EPA Method 8260B <br /> • semivolatile organic compounds (SVOCs) by EPA Method 8270C <br /> • dissolved metals by EPA Method 6020 <br /> • dissolved mercury by EPA Method 7470A <br /> • general minerals by several EPA Methods <br /> I <br /> 4.0 RESULTS OF QUARTERLY GROUNDWATER MONITORING <br /> ' ) The following sections describe the groundwater gradient and flow direction and <br /> _ groundwater analytical results. <br /> 4.1 Groundwater Elevations and Gradient <br /> 3 Depth-to-groundwater measurements were collected on May 13, 2003, and are <br /> summarized on Table 1 and shown on Figure 3. The measured depth to groundwater <br /> during the May 2003 sampling event ranged from 61.29 feet below top of casing (toe) <br /> (MW-2) to 106.88 (MW-5) feet below too. Groundwater elevations in the Site wells <br /> ranged from 62.77 feet above msl in monitoring well MW-1 to 64.49 feet msl in <br /> monitoring well MW-3. Based on the May 13, 2003 groundwater elevations, the Site <br /> displays a generally flat water table with a calculated horizontal hydraulic gradient of <br /> 0.001 feet per foot (ft/ft) toward the northwest (Figure 3). <br /> I <br /> 4.2 Groundwater Analytical Results <br /> Groundwater samples collected from wells MW-5 and PW-1, after development on <br /> April 14, 2003, and from monitoring wells MW-1 through MW-5 on May 20, 2003, <br /> were analyzed for parameters required by the RWQCB. Table 2 provides a summary <br /> of the analytical results and the laboratory analytical reports are presented in Appendix <br /> C. <br /> Volatile Organic Compound (VOC) Results. VOCs were not detected above the <br /> laboratory reporting limit in samples collected from wells MW-5 and PW-1 after well <br /> development or from wells MW-1 through MW-5 during the second quarter 2003 <br /> sampling event. <br /> Semi-Volatile Organic Compounds. SVOCs were not detected above the laboratory <br /> reporting limit in samples collected from wells MW-5 and PW-1 after well <br /> development or from wells MW-1 through MW-5 during the second quarter 2003 <br /> sampling event. <br /> 77 <br /> TTF QMR Q2-03 FINAL(7-2M3)dEE Page 5 <br />
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