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ARCHIVED REPORTS_XR0002436
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2900 - Site Mitigation Program
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PR0508441
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ARCHIVED REPORTS_XR0002436
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Last modified
1/22/2020 1:28:59 PM
Creation date
1/22/2020 1:20:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002436
RECORD_ID
PR0508441
PE
2950
FACILITY_ID
FA0008077
FACILITY_NAME
CALIFORNIA HIGHWAY PATROL #266
STREET_NUMBER
385
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21449012
CURRENT_STATUS
01
SITE_LOCATION
385 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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URS Greiner Woodward Clyde <br /> Ms. Carol Oz,R.E.H.S. Page <br /> LOP/Site Mitigation Unit ` <br /> San Joaquin County—Public Health Services <br /> Environmental Health Division <br /> September 14, 2000 <br /> Quarterly Groundwater Monitoring Well Sampling <br /> The three newly installed groundwater monitoring wells were sampled on June 28, 2000 to complete the first of <br /> two scheduled groundwater monitoring events. The groundwater monitoring activities at the Site were conducted <br /> +... as follows. <br /> Prior to approaching each well, VOC field measurements were taken from the well head area, inside of the vault. <br /> and inside the well casing. These field measurements were used in the evaluation of the proper personnel <br /> protection equipment for each well location. <br /> Before purging, the depth to groundwater and total depth of each well was measured to an accuracy of 0.01 feet <br /> to a known surveyed point at each well location with an electronic water level indicator. These measurements were <br /> used to calculate the purging volume for each well and the groundwater gradient and flow direction at the Site. <br /> Based on the calculated groundwater elevations,the groundwater gradient at the Site on June 28, 2000 was 0.004 <br /> feet per foot in a north-northwesterly direction (see Figure 2 in Attachment 1). <br /> The project-specific standard purging volume prior to sampling was three well casing volumes of groundwater. <br /> Purging was performed by using dedicated, single-use, high-density polyethylene bailers. As each well was <br /> purged,temperature,pH, specific conductivity and turbidity were monitored periodically to verify the groundwater <br /> entering the well was indicative of aquifer conditions. When the parameters indicated that the water in each well <br /> was representative of the aquifer, a water sample was collected from the well. A copy of the well sampling data <br /> sheets is included as Attachment IV. Each sample was collected by lowering a new precleaned, dedicated bailer <br /> slowly to the water line and allowing it to fill while causing a minimum of agitation to the water column. <br /> Groundwater samples were carefully transferred to precleaned, laboratory-provided sample containers. Once <br /> collected, the sample bottles were labeled with the time and date of collection, project and sample identification <br /> codes, the samplers initials,the type of analysis to be performed,and the preservative used, if any. <br /> The samples were then sealed in plastic bags and stored in an ice-filled chest at approximately 4°C until delivery <br /> to the laboratory. Each groundwater sample was delivered to the laboratory within the appropriate holding times <br /> and was accompanied by the COC documents. The groundwater samples were submitted to Curtis&Tompkins <br /> and analyzed for TPH-G by EPA Method 8015 modified, and BTEX,MTBE,TBA, DIPE,ETB, and TAME by <br /> EPA Method 8260. <br /> L" To reduce the potential for cross-contamination, the groundwater level indicator was decontaminated between <br /> sampling events using a laboratory-grade detergent solution, rinsed twice in tapwater, and a final rinse with <br /> deionized water. <br /> Groundwater sampling purge water was stored in labeled 55-gallon steel drums pending disposal. <br /> w.. <br /> �.. IIURS_SAClkWPROCESSU4214162_TRACYITRACY REPORT-2.DOC <br />
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