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ARCHIVED REPORTS_XR0011011
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0011011
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Last modified
12/10/2019 7:11:52 PM
Creation date
12/10/2019 11:31:03 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011011
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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KLEI NFELDER <br /> 4 ACTIVITIES CONDUCTED <br /> Kleinfelder conducted the groundwater sampling for the Second Quarter 2004 groundwater <br /> monitoring. Kleinfelder measured water levels in all of the monitoring wells, and sampled <br /> monitoring wells MW-DIS--11s, MW-DIS-1ld, MW-DIS- 12, MW-DIS-13, MW-DIS-14s, MW- <br /> DIS-14d, and MW-DIS-15. All of the wells and piezometers were previously surveyed by <br /> Kjeldson, Sinnock, Neudeck, Inc. (KSN, Inc.) of Stockton, California so groundwater gradients <br /> could be calculated. Data obtained from the wells was used to evaluate groundwater flow, <br /> groundwater impacts and 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)piez6meters 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 —32.85 feet (MW-DIS-6) to —36.12 feet (MW-DIS-15): A <br /> groundwater gradient and direction was calculated based on depth-to-water data collected from <br /> these wells on June 1, 2004, and by data collected during a survey produced by KSN Inc. on <br /> February 14, 2002. The groundwater flow direction is estimated to be southeast with an overall a <br /> gradient of approximately 0.006 ft./ft. A groundwater contour map is included as Plate 3. In <br /> areas of relatively flat groundwater gradients such as this site, groundwater flow directions may <br /> significantly fluctuate due to rainfall, groundwater recharge, groundwater pumping, etc. <br /> Therefore, changes in groundwater flow directions may vary at this site with time, however, past <br /> data consistently has suggested a similar groundwater gradient and flaw direction. <br /> 4.2 QUARTERLY GROUNDWATER SAMPLING <br /> Groundwater samples were collected from the previously noted seven monitoring wells. The <br /> wells were purged and sampled as described in Appendix A, Section A-4.2. The water purged <br /> from the wells was contained and labeled and left on site within the fenced Disco Area. <br /> 12280.MON/ST04R1092 Page 6 of 12 <br /> Copyright 2004 Kleinfelder,Inc. September 2,2004 <br />
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