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ARCHIVED REPORTS_2006_2
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ARCHIVED REPORTS_2006_2
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Last modified
9/14/2020 3:41:17 AM
Creation date
7/3/2020 11:06:55 AM
Metadata
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Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_2
RECORD_ID
PR0440006
PE
4434
FACILITY_ID
FA0004515
FACILITY_NAME
FRENCH CAMP LANDFILL
STREET_NUMBER
0
STREET_NAME
MANTHEY
STREET_TYPE
RD
City
STOCKTON
Zip
95231
APN
16307035
CURRENT_STATUS
02
SITE_LOCATION
MANTHEY RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440006_0 MANTHEY_2006_2.tif
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EHD - Public
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A duplicate groundwater sample was collected from well MW-10A. Duplicate <br /> groundwater test results are presented along with the primary data in Table 2. With the <br /> exception of barium and total dissolved solids, comparison of the primary sample with <br /> the duplicate sample indicates good agreement(within 10%) for the water quality <br /> constituents. <br /> 5.3 GROUNDWATER ELEVATIONS AND CONTOURS <br /> Prior to purging and sampling, each well was sounded for water depth using a weighted <br /> electronic sounder, and the static water level was recorded on a Well Data Sheet <br /> ' (Appendix Q. The groundwater elevations were calculated for each well by subtracting <br /> the depth-to-water measurement from the top-of-casing reference elevation. The current <br /> groundwater elevation data for the French Camp Landfill are summarized in Table 5. <br /> The groundwater elevation data obtained during this quarterly monitoring period were <br /> used to generate the groundwater elevation contour map shown on Figure 1,which <br /> indicates that groundwater flows to the east with an average hydraulic gradient of <br /> approximately 0.004 ft/ft. <br /> To calculate the approximate linear groundwater flow velocity for the site, conservative <br /> assumptions were used,including a hydraulic conductivity of 300 gallons per day per <br /> square foot(0.014 cm/sec), and an estimated effective porosity of 35 percent(CH2M Hill <br /> 2000). An estimated groundwater flow velocity was calculated using Darcy's Law: <br /> Ki 0.004 ft <br /> V = Ki=[(0.014 ccm m * ]*2835 sec— ;-- 0.454 ft/day <br /> ne sec 0.35 cm —day <br /> where: V=Groundwater flow velocity. <br /> K=Hydraulic conductivity of the water-bearing unit(0.014 cm/sec). <br /> i=Hydraulic gradient: i r--0.004 for the site during the current monitoring period. <br /> ne=Effective porosity(ne=0.35);an estimated value. <br /> ' The groundwater flow rate is calculated to be 0.454 feet/day(166 feet/year). <br /> 5.4 DETECTION MONITORING PROGRAM <br /> First quarter 2006 field and laboratory results for DMP monitoring wells MW-6A <br /> q rY g ( <br /> MW-7A, MW-8A, MW-9A,MW-9B, and MW-lOA) are summarized in Table 2 and <br /> time-series plots are presented in Appendix D. As shown in the time-series plots,the <br /> general chemistry and metals constituents are generally consistent with historical <br /> concentrations. Organic results indicate that only one low-level concentration of 1,2- <br /> dichloroethane(1,2-DCA)was measured in the sample collected from well MW-9B <br /> during the current monitoring period. <br /> DAMS 0211FC w06.doc <br /> 3 Geologic Associates <br />
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