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ARCHIVED REPORTS_XR0008117
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545641
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ARCHIVED REPORTS_XR0008117
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Last modified
5/5/2020 3:34:59 PM
Creation date
5/5/2020 2:19:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008117
RECORD_ID
PR0545641
PE
3528
FACILITY_ID
FA0002480
FACILITY_NAME
SHOP N GO 3
STREET_NUMBER
4511
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11023011
CURRENT_STATUS
02
SITE_LOCATION
4511 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' 12 February 2003 <br /> . AGE-NC Protect No 95-0128 <br />' Page 3 of 7 <br />' 2 2 1 Ground Water Extraction System Operation <br /> On-site extraction well EW-1 was adjusted at the well-head to continuously extract ground water <br /> during the fourth quarter 2002 at an average flow rate of less than 2 gallons per minute(GPM), the <br /> extracted ground water was routed through a ground water treatment system consisting of granular <br /> activated carbon (GAC) and Sunsolve® Following treatment, water was discharged underground <br /> via 1-inch diameter, schedule 80 polyvinylchloride(PVC)pipe underground along the west side of <br /> the site to the City of Stockton discharge line located in Rose Marie Lane A diagram of the <br /> remediation system is provided in Figure 2a <br />' Based on effluent flow meter readings (Table 4), approximately 267,904 gallons of treated water <br /> were extracted and discharged to the City of Stockton sewer system during the late third and fourth <br />' quarters 2002 under City of Stockton Public Works Department (SPWD) Industrial Wastewater <br /> Discharge Permit No 01 <br /> 222 Ground water Extraction System WaterSampling Pro <br /> cedures <br /> Between September and December 2002,AGE collected grab ground water samples from the watei <br /> treatment system, from valved ports located upstream (influent) and downstream (effluent) of the <br /> treatment unit The influent samples were collected in laboratory-supplied 40-m1 EPA-approved <br /> volatile organic analysis (VOA) vials containing 0 5 ml 18% hydrochloric acid as a sample <br /> preservative, and into 1-liter amber bottles without preservative Effluent samples were collected in <br /> the same containers and into 500-milliliter plastic bottles without preservative Care was taken to <br /> ensure that visible air bubbles were not present in the vials after filling and capping <br /> Water sample containers were labeled with the sample designation,date,time,and sampler's initials <br /> Subsequently,the samples were logged on a chain-of-custody form,placed in a chilled container and <br /> transported to MAI The samples were analysis for <br /> - TPH-g and TPH-d by EPA Method 8015 Modified, and <br /> - BTEX and MTBE by EPA Methods or 8020 or 8260 <br /> In addition, to satisfy SPWD Industrial Wastewater Discharge Permit No 01, the pH of effluent <br /> ground water samples collected on 13 November and 16 December 2002 were analyzed in <br /> accordance with EPA Method 150 1 <br /> • <br /> Advanced GeoEnvironmental Inc <br />
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