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ARCHIVED REPORTS_XR0005583
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545640
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ARCHIVED REPORTS_XR0005583
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Last modified
5/5/2020 2:18:04 PM
Creation date
5/5/2020 1:41:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005583
RECORD_ID
PR0545640
PE
3528
FACILITY_ID
FA0003900
FACILITY_NAME
PACIFIC PRIDE COMMERCIAL FUEL
STREET_NUMBER
2402
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
12506001
CURRENT_STATUS
02
SITE_LOCATION
2402 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 <br />' 08 April 2005 <br /> AGE-NC Project No 95-0173 <br />' Page 2 of 10 <br />' the San Joaquin County Environmental Health Department(EHD) As-built construction details of <br /> all monitoring wells are summarized in Table 1 <br /> 2 1 WELL MONITORING AND EVACUATION PROCEDURES <br /> On 30 November 2004, the depth to ground water was measured at each well from the tops of the <br /> well casings to the nearest 0 01-foot utilizing a Solinst water level meter Ground water elevation <br /> at the site was calculated by subtracting the measured depth to ground water from the surveyed well <br />' casing elevations (Table 2) <br /> After water levels were measured, approximately 2'/z to 8 gallons of ground water(a minimum of <br />' three casing-water volumes per well) were evacuated(purged) from single-level monitoring wells <br /> MW-1 through MW-10, MW-12 (well MW-11 was dry) and air sparge wells AW-lA and AW-2A <br /> utilizing disposable polyethylene bailers, approximately 21/4 to 18 gallons of ground water were <br /> purged from multi-level monitoring well MW-13 (A-C) and air sparge wells AW-1B and AW-2B <br /> by lowering and raising a 3/8-inch outer diameter, length-discrete polyethylene hose equipped with <br /> . a ball-valve water tip through the top chambers into the specific water-charged screened section, a <br /> Waterra Hydro-Lift II pump equipped with a mechanical arm was utilized to surge the polyethylene <br /> hose <br /> Temperature,pH,and conductivity were measured for stabilization at regular purge-volume intervals <br /> in each well using an Oakton water analyzer Field data and logs are provided in Appendix A Purged <br /> ground water was transferred into properly labeled,Department of Transportation(DOT)-approved <br /> 55-gallon drums and stored on-site in an area lacking general public access <br /> E2 2 GROUND WATER SAMPLING <br /> Following well purging, ground water levels in the wells achieved a minimum 80%recharge prior <br /> to sample collection Subsequently, ground water samples were collected from each purged well <br /> utilizing new, disposable polyethylene bailers and transferred into three, 40-milliliter (ml) EPA- <br /> approved volatile organic analysis (VOA) vials containing 0 5 ml 18% hydrochloric acid solution <br /> as a sample preservative,ground water samples were collected from multi-level well MW-13 (A-C) <br /> and air sparge wells AW-1 B and AW-211 and poured directly into the 40-m1 VOA vials utilizing the <br /> Waterra hose bailer Care was taken to ensure that visible air bubbles were not present in the vials <br /> after filling and capping Ground water sample containers were labeled with the well designation, <br /> date, time, and sampler's initials <br /> Advanced GeoEnvironmental,Inc <br />
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