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ARCHIVED REPORTS_XR0006049
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ARCHIVED REPORTS_XR0006049
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Last modified
9/29/2020 10:09:13 PM
Creation date
4/24/2020 4:16:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006049
RECORD_ID
PR0545610
PE
2952
FACILITY_ID
FA0003920
FACILITY_NAME
JKC TRUCKING INC
STREET_NUMBER
3400
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3400 NEWTON RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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19 January 2006 5 <br /> • AGE-NC Project No 99-0592 <br /> Page 3 of 4 � <br /> I3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> On 06 September 2005, depth to ground water was measured between 65 68 feet and 66 26 feet <br /> below the top of the well casings,ground water elevations at the site ranged from-39 27 feet below <br /> mean sea level (MSL) in MW-2 to 39 64 feet below MSL in well MW-3 The water table level was <br /> not encountered in well MW-1 The groundwater flow was directed toward the south-southeast with <br /> a hydraulic gradient calculated at approximately 0 005 foot/foot (ft/ft) Depth to water and ground <br /> water elevations are summarized in Table 1 Figures 3 illustrates the contoured ground water <br /> elevations <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br />' No analytes of concern were detected above laboratory reporting limits in the samples collected for <br /> the third quarter monitoring event Analytical results for the ground water samples from the <br />' September 2005 monitoring event are summarized in Tables 2 and 3 The laboratory report (CTEL <br /> Project No CT214-0509039B), quality assurance/quality control (QA/QC) reports and chain of <br /> custody are included in Appendix B Documents confirming the upload of laboratory electronic <br />' deliverable format (EDF) files and depth to water measurements to GeoTracker are included in <br /> Appendix C <br />' <br /> 4.0. SUMMARY AND CONCLUSIONS <br />' Based on the findings from this investigation, AGE concludes <br />' Ground water at the site for the September 2005 monitoring event was inferred to be flowing <br /> toward the south-southeast at an average gradient of 0 005 ft/ft The ground water flow <br /> direction is inconsistent with previous monitoring events The flow direction has rotated <br />' approximately 45 degrees l.5 , � Av <br /> • The average ground water elevation at the site on 06 September 2005 was 38 40 feet below <br /> MSL The average ground water elevation at the site decreased approximately 3 66 feet <br />' between the June 2005 and September 2005 monitoring events <br /> • None of the target analytes were detected in third quarter 2005 ground water samples <br /> 1 <br />' 5.0. RECOMMENDATIONS <br /> • Based on the results of this investigation, AGE submitted a Closure Summary Report, dated <br /> Advanced GcoEnvironmental,Inc <br />
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