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ARCHIVED REPORTS_XR0012025
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012025
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Last modified
10/10/2020 10:51:19 PM
Creation date
7/9/2020 8:28:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012025
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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08 July 1999 <br /> AGE-NC Project No 95-0130 <br /> Page 4 of 5 <br />' 4.0. DISCUSSION AND CONCLUSIONS <br /> Based upon data collected during the March 1999 monitoring event, AGE concludes <br /> • Ground water was inferred to be flowing toward the northeast in the area containing wells <br /> MW-1 through MW-5 and flowing toward the northeast at a calculated gradient of 0 007 <br />' Wft,or approximately 37 feet per mile (Figure 3) Due to the low gradient at the site, slight <br /> variations in ground water measurements or changes of recharge/discharge of the local <br /> ground water could greatly modify ground water flow direction <br /> iGround water flow direction in the area bound by wells V W-1 C, VW-2A and VW-3A <br /> appeared to have a southwesterly gradient and was contrary to surrounding ground water <br />' flow direction bound by wells MW-1 through MW-5 Ground water elevations calculated <br /> from VW-1C, VW-2A and VW-3A were not utilized to contour ground water elevations in <br /> Figure 3 <br />' • Between the December 1998 and March 1999 ground water monitoring events, ground water <br /> elevation increased an average 1 79 feet at the site, a trend of increasing ground water <br /> elevations has been observed at the site at least since January 1995 <br /> • Theround water <br /> g surface elevation at the site is approximately 12 feet to 23 feet above the <br />' slotted screen intervals in wells MW-1 through MW-5 and approximately 4 feet to 10 feet <br /> above the slotted screen intervals in wells VW-1C, VW-2A and VW-3A Therefore these <br /> wells are "drowned", and yield samples representative of deeper screened ground water <br />' • TPH-g was detected in water samples collected from wells MW-I through MW-5, VW-1 C, <br /> VW-2A and VW-3A at concentrations as high as 240,000 ug/1, respectively The laboratory <br />' noted unmodified or weakly modified gasoline was significant at each sample <br /> • MTBE was detected in wells MW-2, MW-3, VW-I C,VW-2A and VW-3A at concentrations <br /> ranging as high as 4,400 ,ug/l <br /> • RIPE was detected in a water sample collected from MW-2 at a concentration of 1 7 ,ug/1, <br /> TBA was detected in a water sample collected from well MW-3 at a concentration of 47,ug/l <br /> • BTEX compounds were detected in wells MW-I through MW-5,V W-1 C,VW-2A and VW- <br /> 3A at concentrations ranging as high as 41,000 kcg/l (benzene and toluene, VW-1C) <br /> • From December 1998 to March 1999, a substantial increase in dissolved petroleum <br /> hydrocarbon concentrations were detected in samples from wells MW-1, MW-2, MW-3 and <br /> MW-4 (Table 2) Conversely, a substantial decrease in dissolved hydrocarbons were <br /> observed from well MW-5 <br /> • The elevated concentrations of petroleum hydrocarbons detected in samples collected from <br /> Advanced GeoEwswonmental,Inc <br />
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