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WORK PLANS_FILE 1
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PR0505148
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WORK PLANS_FILE 1
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Last modified
2/5/2020 7:12:43 PM
Creation date
2/5/2020 2:50:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0505148
PE
2950
FACILITY_ID
FA0003950
FACILITY_NAME
SJ COUNTY GARAGE
STREET_NUMBER
130
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
130 N HUNTER ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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i <br /> i <br /> 2.0 GROUNDWATER MONITORING , SAMPLING AND ANALYSIS <br /> On December 11 , 2003, to comply with quarterly groundwater monitoring requirements , Ramage <br /> Environmental monitored and sampled the four existing groundwater monitoring wells. <br /> 2. 1 Groundwater Monitoring <br /> Depth-to-groundwater was monitored using a water level indicator capable of measurements to <br /> within 0 .01 foot. The static depth to the groundwater table, as measured in the four groundwater <br /> monitoring wells , ranged from 24. 83 feet bgs in MW-1 to 26 . 04 feet bgs in MW-3. The <br /> groundwater surface elevation in the four wells ranged from a high of 13 . 70 feet below mean sea <br /> level (msl) at MW- 1 to a low of 14.40 feet below msl at MW-4 . The resulting groundwater surface <br /> appears as an irregular plane dipping toward the east-southeast at a gradient of approximately <br /> 0. 0238 foot/foot. A groundwater surface contour map is included as Figure 4 , and the <br /> groundwater monitoring data are summarized in Table 3 . <br /> Between September 12 , and December 11 , 2003, the groundwater surface dropped an average <br /> of 0 . 38 feet, the groundwater gradient decreased slightly from 0 . 0263 to 0 . 0238 foot/foot, and the <br /> groundwater flow direction remained constant toward the east-southeast. The depth to <br /> groundwater beneath the site is at its lowest level , since the monitoring wells were installed in July <br /> 2002 . Otherwise , the groundwater surface characteristics are consistent with historical trends. <br /> 2.2 Groundwater Sampling and Analysis <br /> Following groundwater level measurements, the wells were purged and sampled . The wells were <br /> purged with a pump and dedicated disposable tubing until at least three well casing volumes had <br /> been removed and/or after groundwater temperature, pH and electrical conductivity values had <br /> stabilized . Groundwater was sampled from the wells using disposable polyethylene bailers and <br /> laboratory-supplied containers. The sample information field sheets are included in Appendix A. <br /> Each sample container was transported in an iced cooler with chain-of-custody documentation to <br /> Excelchem Environmental Labs (Excelchem) , a state of California-certified hazardous waste <br /> testing laboratory (Certification #2119) . Excelchem analyzed each of the samples for TPH-as- <br /> motor oil , TPH-as-diesel , TPH-as-kerosene, TPH-as-gasoline and BTEX by EPA Method <br /> 8020/8015M , and for MTBE, di-isopropyl ether (DIPE) , ethyl tertiary butyl ether (ETBE) , tertiary <br /> amyl methyl ether (TAME) , and tertiary butanol (TBA) by EPA Method 8260B . <br /> 7 <br />
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