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ARCHIVED REPORTS_XR0011010
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0011010
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Last modified
12/10/2019 2:24:44 PM
Creation date
12/10/2019 11:30:13 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011010
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 <br /> kn KLEINFELDER <br /> 4 ACTIVITIES CONDUCTED <br /> Kleinfelder conducted the groundwater sampling for the Third Quarter 2004 groundwater <br /> monitoring. Kleinfelder measured water levels in all of the monitoring wells, and sampled 3 <br /> piezometers NP-70', NP-80', NP-90', and 10 monitoring wells and MW-DIS-1, MW-DIS-2, <br /> MW-DIS-9, MW-DIS-11s, MW-DIS-11d, MW-DIS- 12, MW-DIS-13, MW-DIS-14s, MW-DIS- <br /> 14d, and MW-DIS-15. All of the wells and piezometers were previously surveyed by Kjeldson, <br /> Sinnock, Neudeck, Inc. (KSN, Inc.) of Stockton, California so groundwater gradients could be <br /> calculated. Data obtained from the wells was used to evaluate groundwater flow, groundwater <br /> impacts and the need for additional assessment: Additionally, Photo Ionization Detector (PID) <br /> samples were taken from the five vapor extraction wells (VE-1 through VE-5) each month during <br /> the Third Quarter 2004. <br /> i <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 —36.00 feet (MW-DIS-1)' to —36.24 feet (MW-DIS-1.3). A <br /> groundwater gradient and flow direction was calculated based on depth-to-water data collected <br /> from the wells on September 13, 2004, using data collected during a survey produced by KSN <br /> Inc. on February 14, 2002. The groundwater flowdirection is estimated to be east with an overall <br /> a relatively flat gradient of approximately 0.0002 ft./ft. A groundwater contour map is included <br /> as Plate 3. In areas of relatively flat groundwater gradients such as this site, groundwater flow <br /> directions may significantly fluctuate due to rainfall, groundwater recharge, groundwater <br /> pumping, etc. Therefore, changes in groundwater flow directions may vary at this site with time, <br /> however, past data consistently has suggested a similar groundwater gradient and flow direction. <br /> 12280.MONIST04R16101Jz:1y Page 7 of 13 <br /> ®2004,Kleinfelder,Inc. December 10,2004 <br />
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