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ARCHIVED REPORTS XR0006454
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DOUGLAS
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1807
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3500 - Local Oversight Program
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PR0544622
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ARCHIVED REPORTS XR0006454
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Last modified
7/3/2019 3:03:08 PM
Creation date
7/3/2019 1:59:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006454
RECORD_ID
PR0544622
PE
3528
FACILITY_ID
FA0003905
FACILITY_NAME
PAIGES TOWING
STREET_NUMBER
1807
STREET_NAME
DOUGLAS
STREET_TYPE
RD
City
STOCKTON
Zip
95207
APN
09721019
CURRENT_STATUS
02
SITE_LOCATION
1807 DOUGLAS RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' 06 July 1999 <br /> (. AGE-NC Project No. 95-0197 <br /> Page 7 of 8 <br /> was between 15 feet bsg and 20 feet bsg. <br /> ' General lithology beneath the site is depicted in cross sectional view on Figures 3 and 4 and <br /> consists of pale brown to mottled gray/brown, very stiff.to hard, fine sandy silt between 5 <br /> feet bsg and 10 feet bsg;brown, moist to saturated, medium dense to dense, silty fine sand <br /> between 10 feet bsg and 25 feet bsg; blue/gray to dark gray, saturated, medium dense to <br /> dense, poorly sorted, gravelly, silty, fine to coarse sand between 25 and 35 feet bsg. <br /> ' Laboratory analysis of twelve soil samples did not detect any total petroleum hydrocarbons, <br /> volatile aromatics or fuel oxygenated compounds in any of the analyzed soil samples. <br /> The estimated extent of adsorbed petroleum hydrocarbons in soil is illustrated in cross <br /> sectional view in Figures 10 and 11 and in plan view on Figure 12. The estimated extent of <br /> petroleum hydrocarbon impacted soil extends horizontally approximately 25 feet southwest <br /> ' and northeast of the former fuel dispensing island area; and appears to extend vertically to <br /> at least 30 feet bsg. The vertical and horizontal extent of petroleum hydrocarbon-impacted <br /> soil is relatively unknown northwest and southeast of the former fuel dispenser island area. <br /> ' G The site gradient was calculated at 0.002 ft/ft, or approximately 11 feet per mile (Figure 9). <br /> Ground water was inferred to be flowing towards the northeast in the area bound by wells <br /> MW-1 through MW-4. <br /> The ground water depths in wells MW-1 through MW-4 were approximately three to six feet <br /> ' below the tops of the well screens. Therefore, these wells are "properly screened", and <br /> should yield samples representative of shallow ground water conditions. <br /> G TPH-d was detected in a ground water sample collected from well MW-1 at a concentration <br /> of 130 µg/l. <br /> ' C BTEX compounds were not detected in ground water samples collected from wells MW-1 <br /> through MW-4 <br /> Utilizing EPA Method 8020, MTBE was detected in the ground water sample collected from <br /> ' well MW-2 and MW-3 at concentrations ranging as high as 2.5 ,ug/l; utilizing EPA Method <br /> 8260, MTBE was confirmed in the ground water sample collected from well MW-2 at a <br /> concentration of 1.9 ,ugll.No other dissolved fuel-oxygenate analytes were detected above <br /> laboratory reporting limits. <br /> r - <br /> 5.0. RECOMMENDATIONS <br /> ' Based upon data collected during April 1999, AGE recommends: <br /> Advanced GeoEnvirnnmental, Inc. <br />
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