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3500 - Local Oversight Program
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PR0545869
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SITE HISTORY
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Last modified
7/21/2020 10:36:39 AM
Creation date
7/21/2020 10:27:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545869
PE
3528
FACILITY_ID
FA0003764
FACILITY_NAME
SJ COUNTY COURT HOUSE
STREET_NUMBER
222
Direction
E
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
14916001
CURRENT_STATUS
02
SITE_LOCATION
222 E WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I I <br /> I ' <br /> i <br /> 2.0 GROUNDWATER MONITORING, SAMPLING AND ANALYSIS <br /> On August 28, 2008, to comply with quarterly groundwater monitoring requirements, Ramage <br /> r ' Environmental monitored and sampled the three wells for the final time. <br /> ,i <br /> i <br /> 2.1 Groundwater Monitoring <br /> To calculate the groundwater gradient and flow direction, Ramage Environmental measured the <br /> depth to groundwater to within 0.01-foot using a water level indicator:` The static depth to the <br /> II 3 <br /> groundwater table, as measured in the three monitoring wells, ranged from 12.40 feet below <br /> grade in MW-1 to 24.32 feet below street grade in MW-3. The.groun;dwater surface elevation in <br /> the three wells ranged from a high of 12.23 feet below mean sea level (msl) at MW-2 to a low of <br /> 12.76 feet below msl at MW-3. The resulting groundwater surface appears as a regular plane <br /> dipping to the northeast at a gradient of approximately 0.0059 foot/foot. A groundwater surface <br /> contour map is included as Figure 4, the groundwater monitoring data are summarized in Table <br /> I <br /> 3, and the sample information field sheets are included in Appendix B. <br /> i� <br /> Between June 30, and August 28, 2008, the groundwater surface in the three monitoring wells <br /> dropped an average of 0.38 feet, the groundwater gradient dechreased from 0.0066 to 0.0059 <br /> foot/foot, and the groundwater flow direction remained toward the northeast. These groundwater <br /> surface characteristics are consistent with historical and seasonal trends. <br /> 2.2 Groundwater Sampling and Analysis <br /> L� Following groundwater level measurements, Ramage Environmentai purged and sampled the <br /> three monitoring wells. The wells were purged with a pump and dedicated disposable tubing <br /> until at least three well casing volumes had been removed and/or after groundwater <br /> temperature, pH and electrical conductivity values had stabilized. Groundwater was sampled <br /> from the wells using disposable polyethylene bailers and laboratory-supplied containers. <br /> Ramage Environmental transported the groundwater sample co ntain6rs in an iced cooler with <br /> chain-of-custody documentation to Excelchem Environmental Labs (Excelchem), a state of f <br /> California certified hazardous waste testing laboratory (Certification #2119). Excelchem <br /> analyzed each groundwater sample for TPH-as-gasoline and b�enzen:e, toluene, ethylbenzene, <br /> xylenes (BTEX) by EPA Method 8021B/8015M, and for MTBE,Idi-isopropyl ether (DIPE), ethyl <br /> tertiary butyl ether (ETBE), tertiary amyl methyl ether (TAME), tertiary butanol (TBA), 1,2- <br /> dichloroethane (1,2-DCA), and 1,2-dibromoethane (EDB) by EPA Method 8260B. <br /> ,I <br /> .I - <br /> i <br /> 8 <br /> I I <br />
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