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ARCHIVED REPORTS_XR0010833
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545039
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ARCHIVED REPORTS_XR0010833
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Last modified
12/10/2019 1:35:53 PM
Creation date
12/10/2019 10:45:43 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010833
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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KLEINEELDER <br /> - 4 ACTIVITIES CONDUCTED <br /> I . <br /> Kleinfelder conducted the groundwater sampling for the Third Quarter 2003 groundwater <br /> monitoring. Kleinfelder measured water .levels in all of the monitoring wells, and sampled <br /> monitoring wells MW-DIS-1, MW-DIS-2, MW-DIS-9, MW-DIS-11s, MW-DIS-1 Id, MW-DIS- <br /> 12, MW-DIS-13, MW-DIS-14s, MW-DIS-14d, and MW-DIS-15, and piezometers NPI-70', <br /> NPI-80', and NP 1-90'. All of the wells were previously surveyed by Kj eldson, 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 /> f <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 —32.93 feet (MW-5) to -33.51 feet (MW-13). A groundwater <br /> gradient and direction.was calculated based on depth-to-water data collected from these wells on <br /> July 29, 2003, and by data collected during a survey produced by KSN Inc. on February 14, 2002. <br /> The groundwater flow direction is estimated to be east/southeast at a relatively flat gradient of <br /> approximately 0.0004 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 /> 12280.MON/ST03RI392 Page 6 of 14 <br /> ®2003,Kleinfelder,Inc October 13,2003 <br />
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