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BILLING_XR0012950
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BILLING_XR0012950
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Entry Properties
Last modified
4/9/2020 2:34:39 PM
Creation date
4/9/2020 2:29:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
BILLING
FileName_PostFix
XR0012950
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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EHD - Public
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�- - Upgradient Environmental Consultants <br /> --. April 30, 199$ ;; <br /> 32 <br /> Mr. Ken Gillies <br /> Gillies Trucking <br /> P. O. Box 8303 <br /> Stockton, CA 95208 <br /> Subject: Report of l st Quarter Monitoring <br /> ies Trucking Yard <br /> 893 Newton Road <br /> tockton, CA <br /> As you requested, groundwater monitoring for the first quarter of 1998 was performed by <br /> Upgradient Environmental on April 28, 1-998. This is the only activity that we performed <br /> during the quarter. <br /> Upon arrival at the site, the monitoring wells were opened and allowed to equalize with <br /> atmospheric pressure. Wells GT-5 and GT-6 were under unusally high pressure, which <br /> blew the well caps out of the weil box when the locks were removed. Two weIis were not <br /> opened: GT-2 could not be located, as a result of road grading activity since our last visit <br /> to the site in 1997, and GT-9, which is located on the neighboring property, could not be <br /> accessed because of a locked gate. <br /> Water depth was measured with a Solinst water level meter. The depth averaged8 feet, <br /> which is the shallowest it has been since Upgradient began monitoring the site in <br /> (Table 1). At this depth, the water level is 28 feet above the screened interval in GT-1, <br /> GT-2, and GT-3 and 7 feet above the screen in GT-5, GT-6, and GT-9. Because of this, <br /> and because no gasoline odor was detectable on the water level probe, no samples were <br /> collected for laboratory analysis. <br /> Figure k shows the groundwater flow direction determined from the #bur monitored wells. <br /> The flow patter« is different from what we have seen in previous quarters, although this <br /> may be partly due to the lack of data from GT-2 and GT-9. The map shows a sharp, <br /> south-north trending bend in the gradient lines in the vicinity of the former UST cavity. <br /> North of the cavity, the gradient lines imply flow to the northeast. South of the cavity, the <br /> lines imply flow to the northwest. Overall, flow is northward toward your drinking water <br /> well, with a gradient of 0.00625 ft/ft. This is opposite to the general direction that we <br /> have observed in previous quarters, although the gradient was northward in the very first <br /> monitoring event(September 1994). Although groundwater gradients do commonly <br /> fluctuate to a degree, gradients do not usually reverse completely except where they are <br /> driven either by human activities (e- g. agricultural pumping) or by inflow to or outflow <br /> from nearby major streams. In this case, such a reversal would account for the presence of <br /> contamination in the borings and wells both north and south of the UST cavity. <br /> Stockton: P.O. Box 8002, Stockton, CA 95208 (209) 772-3620 <br /> Cameron Park: 3369 Kimberly Road, Cameron Park, CA 95682 (916) 677-3055 <br />
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