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ARCHIVED REPORTS XR0010896
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0505234
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ARCHIVED REPORTS XR0010896
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Entry Properties
Last modified
8/1/2019 3:30:45 PM
Creation date
8/1/2019 2:37:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010896
RECORD_ID
PR0505234
PE
2951
FACILITY_ID
FA0001103
FACILITY_NAME
Elkhorn Golf Club
STREET_NUMBER
1050
STREET_NAME
ELKHORN
STREET_TYPE
DR
City
STOCKTON
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
1050 ELKHORN DR
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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25 May 2001 <br /> AGE-NC Project No. 95-0118 <br /> Page 2 of 6 <br /> During the 18 months of the remediation system operation (soil vapor extraction), an <br /> estimated 134 gallons of petroleum as gasoline were extracted. <br /> 2.0. PROCEDURES <br /> On 27 April 2001, around water monitoring and sampling was performed at the site on wells MW-1 <br /> through MW-6 and air-sparge wells IAS-1 through 1AS-3. Monitoring and sampling were performed <br /> in accordance with guidelines .established by the Central Valley Regional Water Quality Control <br /> i Board (CVRWQCB) for subsurface investigation of underground storage tank ,sites and in <br /> accordance with the PHS-EHD--approved Remedial Action Work Plan Addenduln prepared by AGE, <br /> 3 dated 14 January 1998. <br /> , <br /> 2.1. MONITORING WELL PURGE PROCEDURES <br /> J <br /> Depths to around water were measured in each well from the tops of the well casings at the site to <br /> the nearest 0,01-foot utilizing a Solinst water level meter. Ground water elevation in each well at the <br /> site was calculated by subtracting the measured depth to ground water fi•om the surveyed casing <br /> elevations (Table 1). Ground water elevations were plotted and contoured on a scaled site map <br /> .=_ (Figure 3). . <br /> After water levels were measured, approximately 6 to 10.6 gallons of ground water (a n 'muzxr of <br /> three casing'water-volumes per well) were removed from wells MW-1 through MW-6 and.IAS-1. <br /> through 1AS-3 utilizing a new disposable bailers. Temperature, pH and conductivity were measured <br /> for stabilization at regular purge-volume intervals from each well using a Hydac water analyzer. Field <br /> data and logs are in Appendix A. Purged ground water was containerized in 55-gallon drums and <br /> stored at the site. <br /> L <br /> 2.2. GROUND WATER SAMPLING <br /> -= Following well purging, ground water levels in the monitoring wells were allowed to achieve a <br /> minimurn of 80 percent recharge of the initial ground water level, prior to sample collection. Ground <br /> water samples were collected from the purged wells utilizing new, disposable polyethylene bailers, <br /> one I-liter amber bottle without a preservative and three 40-m1 EPA-approved volatile organic <br /> _ analysis (VOA) vials containing 0.5 ml 18% hydrochloric acid as a sample preservative. Care was <br /> taken to ensure that visible air bubbles were not present in the vials after filling and capping. Ground <br /> water sample containers were labeled with the well designation, date, time, and sampler's initials. <br /> Advanced GeoEnvironmentu4 Inc. <br />
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