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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0516772
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/1/2020 12:44:39 PM
Creation date
6/1/2020 12:23:17 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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• r 4 <br /> GEOPHYSICAL INVESTIGATION REPORT -2- <br /> MUSCO FAMILY OLIVE COMPANY <br /> TRACY, CALIFORNIA <br /> map. We also proposed that a tracer be added to the 84-MGAL Pond to track fluid migration in the <br /> subsurface from either the pond or spray fields. <br /> REVIEW OF GEOPHYSICAL INVESTIGATION REPORT <br /> Resistivity surveys were performed along nine lines as shown in Figure 1. In addition, an EM-31 terrain <br /> conductivity survey was performed in the vicinity of Well MW-2. The investigation was conducted from <br /> 8 October 2002 through 16 October 2002. <br /> A detailed review of the resistivity results appear to confirm that the site is underlain by a series of <br /> cut-off stream channels and overbank deposits trending in a generally northeasterly direction. Shallow <br /> and deep saturated intervals of variable water quality appear to be present along with some dry channels. <br /> The resistivity surveys confirm the heterogeneous nature of the subsurface stratigraphy. The surveys also <br /> appear to confirm the absence of a continuous water table aquifer underlying the facility. Groundwater, <br /> when present, appears to be perched in isolated and discontinuous cut-off channels; hence, the variability <br /> in water quality. <br /> The terrain conductivity survey shows an area of very high conductivity around and in the vicinity of <br /> Well MW-2. This coincides with the poorest groundwater quality found thus far at the facility <br /> (TDS=10,000 mg/L). This groundwater may be perched in a discontinuous, isolated alluvial cut-off <br /> channel, as no other similar groundwater type has been observed at the facility. <br /> RECOMMENDATIONS <br /> The surface geophysical surveys provided new data such that eight borings originally proposed near or <br /> between the nine resistivity lines are no longer necessary (see Figure 1). One of our concerns at this <br /> phase of the investigation is the lack of data near the northeastern boundary of the property. We <br /> recommend that a resistivity survey be performed in this area, if feasible, to determine if there are any <br /> saturated subsurface alluvial channels that may be potential targets for further investigation. The <br /> locations of the five borings originally proposed can be changed based upon the results of the survey. <br /> Another concern is the potential of wastewater percolating from the 84-MGAL Pond to cause <br /> groundwater impacts. We recommend that a resistivity survey be performed, if feasible, downslope of <br /> the pond in a NW-SE direction through Well MW-3. The purpose of the survey would be to determine if <br /> there are any saturated permeable zones not already penetrated by a boring that need to be investigated. <br /> If any permeable zones are found, consideration should be given to adding a tracer, such as Rhodamine <br /> WT, to the 84-MGAL Pond wastewater. Wells installed in any alluvial channels found can be monitored <br /> for the tracer to determine if they are pathways for wastewater migration. <br /> .II{D:c:\ny documentAMUSCOVesist <br />
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