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ARCHIVED REPORTS_XR0011013
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0011013
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Last modified
12/10/2019 7:28:36 PM
Creation date
12/10/2019 11:32:22 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011013
RECORD_ID
PR0545039
PE
3528
FACILITY_ID
FA0010186
FACILITY_NAME
DEL MONTE FOODS PLNT #33 - DISCO WH
STREET_NUMBER
110
Direction
N
STREET_NAME
FILBERT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15702009
CURRENT_STATUS
02
SITE_LOCATION
110 N FILBERT ST
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i 4 ACTIVITIES CONDUCTED <br /> Kleinfelder conducted the groundwater sampling for the Fourth Quarter 2003 groundwater <br /> monitoring. Kleinfelder measured water levels in all of the monitoring wells, and sampled <br /> monitoring wells MW-DIS-I ls, MW-DIS-1Id, MW-DIS- 12, MW-DIS-13, MW-DIS-14s, MW- <br /> DIS-14d, and MW-DIS-15. All of the wells were previously surveyed by Kjeldson, Sinnock, <br /> Neudeck, Inc. (KSN, Inc.) of Stockton, California so groundwater gradients could be calculated. <br /> Data obtained from the wells was used to evaluate groundwater flow, groundwater impacts and <br /> the need for additional assessment. <br /> 4.1 MEASUREMENT OF WATER LEVELS <br /> In order to assess the groundwater gradient at the time of sampling, water level measurements <br /> were made in each of the twenty(20) monitoring wells and three (3)piezometers at the beginning <br /> of the sampling round, prior to purging and sampling of the wells (see Record of Water Level <br /> Measurements in Appendix B). The depth-to-water was measured in each well according to the <br /> protocol described in Appendix A, Section A-4.1. The depth-to-water measurements were then <br /> converted to relative groundwater elevations with respect to a surveyed benchmark by subtracting <br /> them from the surveyed casing elevations. <br /> The resulting pertinent groundwater elevations were used to assess the direction of the <br /> groundwater flow and gradient at the time.of sampling. This information was then used to assess <br /> which wells represent upgradient and which wells represent downgradient groundwater <br /> conditions. See Table 1 for the groundwater elevation data. <br /> Plates 2 shows the location of the groundwater monitoring wells. Groundwater elevations for the <br /> monitoring wells ranged from —34.93 feet (MW-5) to -35.78 feet (MW-15). A groundwater <br /> gradient and direction was calculated based on depth-to-water data collected from these wells on <br /> November 10, 2003, and by data collected during a survey produced by KSN Inc. on February <br /> 14, 2002. The groundwater flow direction is estimated to' be east/southeast at a gradient of <br /> approximately 0.002 ft./ft. A groundwater contour map is included as Plate 3. In areas of flat <br /> groundwater gradients such as this site, groundwater flow directions may significantly fluctuate <br /> due to rainfall, groundwater recharge, groundwater pumping, etc, Therefore, changes in <br /> groundwater flow directions may vary at this site with time, however, past data consistently has <br /> suggested a similar groundwater gradient and flow direction. <br /> I <br /> 12280.MON/ST03R1875 Page 6 of 13 <br /> ®2004,Kleinfelder,Inc February 9,2004 <br /> KLEINFELDER 2825 East Myrtle Street,Stockton,CA 95205-4794 (209)948-1345 (209)948-0621 fax <br />
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