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ARCHIVED REPORTS_XR0003821
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3500 - Local Oversight Program
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PR0545428
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ARCHIVED REPORTS_XR0003821
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Last modified
3/9/2020 7:24:16 PM
Creation date
3/9/2020 10:39:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003821
RECORD_ID
PR0545428
PE
3528
FACILITY_ID
FA0005487
FACILITY_NAME
MARCIS DIESEL SERVICE
STREET_NUMBER
2969
STREET_NAME
LOOMIS
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2969 LOOMIS RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Geo6gccaI Tecluucs t1 c Page 2 <br /> i Groundwater Monitoring Report <br /> Project No 770 2 <br /> May 28,2003 <br /> ' history of variable groundwater flow direction GTI's monitoring efforts confirin that <br /> groundwater direction varies from quarter to quarter at the site / <br /> 1 <br /> 1.0 GROUNDWATER MONITORING <br /> 1.1 H dro eolo of Site <br /> Y g gY <br /> tThe site exhibits a pnmanly silty/clayey geology with minor sand layers/lenses, pebbles, <br /> black organics and iron staining occasionally present The water table well groundwater <br /> ' elevation on January 28, 2003 averaged —39 43 feet mean sea level (MSL) or —63 feet <br /> below grade surface (bgs) For the February 6 event, the water table well groundwater <br /> elevation increased to an average of—39 24 feet MSL or —63 feet bgs On March 19, 2003 <br /> ' the averaged depth to groundwater in the water table wells was again approximately 63 feet <br /> bgs and elevation averaged —38 72 feet MSL This represents a cumulative increase of <br /> approximately 1 67 feet since the December 2002 monitoring event <br /> Groundwater gradient calculations indicate that the flow in the water table wells was S47°E <br /> with a slope of 0 001 ft/ft on January 28, 2003 On February 6, 2003 the water table well <br /> M gradient was S62°E with a slope of 0 001 ft/ft, and on March 19, 2003 it was S66°E with a <br /> slope of 0 001 ft/ft <br /> The groundwater gradient in the deeper aquifer monitored by wells MW-104, 105 & 106 <br /> was also calculated for the three sounding events On January 28 the deeper aquifer <br /> gradient was N89°E with a slope of 0 0018 ft/ft, on February 6 it was N66°E with a slope of <br /> ' 0 0013 ft/ft, and on March 19 it was N81°E with a slope of 0 0034 ft/ft <br /> ' Groundwater elevation and gradient data are summarized in Tables 1 and 2, Appendix A <br /> Water table well gradient directions are shown on Figure 2A, 3A & 4A for the January, <br /> February and March events, respectively Wells MW-4 and MW-5 are excluded from the <br /> ' contouring due to anomalous values that contort the contours in the central portion of the <br /> site The deep well gradient directions for the events are illustrated in Figures 2B, 3B and <br /> 4B <br /> ' The historical water table gradients are illustrated in Figure 5A & 5B /Groundwater <br /> Gradient Rose Diagrams for Water Table and Deep Wells, respectively The site's shallow <br /> ' aquifer displays highly variable shifts in groundwater direction It is noted that groundwater <br /> direction has been predominantly to the southeast since additional wells were installed in <br /> May 2002 The deeper aquifer flow has been consistently to the east for the events it has <br /> ibeen monitored <br /> i <br />
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