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ARCHIVED REPORTS_XR0011912
Environmental Health - Public
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EHD Program Facility Records by Street Name
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NEWTON
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011912
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Last modified
4/9/2020 2:40:30 PM
Creation date
4/8/2020 4:24:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011912
RECORD_ID
PR0540573
PE
2960
FACILITY_ID
FA0023207
FACILITY_NAME
GILLIES TRUCKING INC
STREET_NUMBER
3931
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13207017
CURRENT_STATUS
01
SITE_LOCATION
3931 NEWTON RD
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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. Boring GT-11 was grouted to the surface immediately after drilling on March 22 The cuts Ings from <br /> both bonngs were stored on plastic sheeting near monitor well GT-6, pending laboratory analysis <br /> and approval from the San Joaquin Valley Air Quality Control District to aerate the soil <br /> 23 Groundwater Monitoring <br /> Groundwater monrtonng took place on March 22 The wells were opened and allowed to equalize <br /> with atmospheric pressure before water depths were measured The depth to groundwat rr in each <br /> well was measured with a Solinst water level meter and the measurements were recorded on the <br /> Well Monitor Report (Appendix B) A Gr uudfos Readi-flo 2 groundwater pump was then used to <br /> purge 15 gallons from GT-3 and 20 gallons from GT-1, GT-2, GT-6, and GT-10 Conduc ivity, pH, <br /> and temperature were measured during purging at 5-gallon intervals, and the readings were <br /> recorded on the Well Monitor Report The pump was decontaminated with TSP solution between <br /> wells, and the water was stored in 55-gallon drums near GT-6 Because of slow rec large and <br /> binding of the pump against the well casing, GT-5 was not purged In order to avoid upsetting the <br /> neighboring property owner, GT-9 was sampled but not purged w�a - , -Yj j n'51j % NL ` , , <br /> After purging,water samples were collected in disposable plastic bailers and placed in stei ilized 40- <br /> ml vials and 1-liter amber bottles The samples were placed in a plastic cooler, iced, and .hipped to <br /> McCampbell Analytical in Pacheco, California for analysis The samples were analyzed for TPH- <br /> gasoline,TPH-diesel, BTEX,and MTBE <br /> Monitor well GT-10 was surveyed into the existing gnd of wells on March 25, and a groundwater <br /> gradient map was constructed However, the data provided by the new well greatly altered the <br /> appearance of the gradient map and did not provide a unique and conclusive picture of thf gradient <br /> Therefore, all of the wells were re-surveyed on April 9, water depths were re-measured, and revised <br /> gradient maps were prepared The results are discussed thoroughly in section 3 6 <br /> 3.0 RESULTS <br /> 3.1 Subsurface Stratigraphy <br /> Figure 3 summarizes the lithology of the shallow stratigraphic units underlying the site Two <br /> geologic formations are present Each formation contains several lithologic units th it can be <br /> correlated from boring to boring <br /> 3.1.1 Modesto Formation <br /> The upper several units are part of the Modesto Formation The upper part of this formation <br /> consists of 33 feet of reddish brown silt White calcareous veins or soil fractures and root soles may <br /> be present in this bed between the depths of 15 and 20 feet A bed of light reddish brawn, silty, <br /> fine-grained sand within the silt bed thins from about 7 feet in thickness to less than 2 feet in <br /> 4 <br />
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