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ARCHIVED REPORTS_QUARTERLY REPORT - THIRD QUARTER 2003
Environmental Health - Public
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ARCHIVED REPORTS_QUARTERLY REPORT - THIRD QUARTER 2003
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Last modified
12/19/2019 4:42:52 PM
Creation date
12/19/2019 4:31:45 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
QUARTERLY REPORT - THIRD QUARTER 2003
RECORD_ID
PR0507398
PE
2950
FACILITY_ID
FA0007748
FACILITY_NAME
CFN CARDLOCK FACILITY
STREET_NUMBER
2211
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11707050
CURRENT_STATUS
02
SITE_LOCATION
2211 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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26 September 2003 <br /> • AGE-NC Project No. 98-0500 <br /> Page 3 of 5 <br /> surface grade [bsg]) monitoring wells MW-1 through MW-5, MW-8 and MW-9 were screened in <br /> ' HU1,or First Water Zone; intermediate-screened(75 to 85 feet bsg)wells MW-10 through MW-13 <br /> were screened in HU2,or Second Water Zone; and deep-screen(125 to 135 feet bsg)wells MW-14 <br /> ' through MW-16 were screened in HU4, or Fourth Water Zone. <br /> From the depth to ground water measurements of the shallow-, intermediate- and deep-screened <br /> wells collected on 09 July 2003,ground water elevations and gradients were calculated for the First, <br /> Second and Fourth Water Zones: <br /> • Depths to groundwater for shallow-screen wells ranged between 54.79 and 55.63 feet below <br /> ' the tops of well casings. Ground water elevations were calculated to be between 38.15 feet <br /> (MW-5) and 38.63 feet (MW-8) below mean sea level (MSL). The general ground water <br /> flow direction was northeast from the location of the extraction and observation wells <br /> (EW-1, OW-1 and OW-2) at gradients of 0.013 feet/feet between wells MW-3, MW-5 and <br /> MW-9 (Figure 3). <br /> • Depths to ground water for intermediate-screen wells ranged between 54.90 and 55.28 feet <br /> below the tops of well casings. Ground water elevations were calculated to be between <br /> 37.46 feet (MW-11) and 38.47 feet (MW-12)below MSL. The general ground water flow <br /> lie direction was southeast at gradients of approximately 0.004 feet/feet between wells MW-10 <br /> and MW-13 (Figure 4). <br /> ' 0 Depths to ground water for deep-screen wells ranged between 56.32 and 56.90 feet below <br /> the tops of well casings. Ground water elevations were calculated to be between 39.54 feet <br /> (MW-14/16)and 39.59 feet(MW-15)below MSL.The inferred groundwater flow direction <br /> was southeast at a gradient of 0.0024 feet/feet (Figure 5). <br /> ' Ground water elevation at the site decreased an average 7.5 feet between the May and July 2003 <br /> ground water monitoring events (Table 1). <br /> ' 3.2. LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> ' Sixteen ground water samples collected from monitoring wells MW-1 through MW-16 were <br /> submitted for laboratory analysis: <br /> • TPH-g and TPH-ss were detected in ground water samples MW-5,-MW-10, OW-1 and <br /> OW-2. TPH-g concentrations included 150 micrograms per liter(µg/1), 1,300 µg/1, 30,000 <br /> µg/1 and 120 µg/l, respectively and TPH-ss concentrations included 120 µg/1, 1,100 µg/1 <br /> ' 27,000 µg/1 and 95 µg/1, respectively. <br /> • <br /> ' Advanced GeoEnvironmental,Inc. <br />
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