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ARCHIVED REPORTS_XR0008820
EnvironmentalHealth
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26 (STATE ROUTE 26)
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3500 - Local Oversight Program
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PR0545707
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ARCHIVED REPORTS_XR0008820
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Last modified
11/20/2024 8:48:28 AM
Creation date
5/13/2020 4:02:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008820
RECORD_ID
PR0545707
PE
3528
FACILITY_ID
FA0003591
FACILITY_NAME
JOHN M RISHWAIN
STREET_NUMBER
8203
Direction
E
STREET_NAME
STATE ROUTE 26
City
STOCKTON
Zip
95215-9536
APN
10114021
CURRENT_STATUS
02
SITE_LOCATION
8203 E HWY 26
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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LSauers
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EHD - Public
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17 May 2002 <br /> AGE-NC Project No 99-0645 <br /> Page 4 of 5 <br /> 4.0. FINDINGS <br /> Ground water elevation, flow direction and gradient were determined from field data collected on <br /> 12 April 2002, the contaminant impact to ground water was quantified from the ground water <br /> laboratory data <br /> I4 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> Depth to ground water at the site ranged from 8149 feet to 8162 feet below the monitoring wells <br /> casing tops The ground water elevation in each well was calculated from these data The ground <br /> water elevations at the site ranged from 36 26 feet (MW-3) to 36 34 feet (MW-1) below mean sea <br /> level (MSL), an average increase of 9 25 feet from the November 2001 level <br /> The ground water flow direction and gradient were calculated from the well elevation data The <br /> ground water flow was directed toward the north at a gradient of 0 002 foot/foot(ft/ft),or 9 feet/mile <br /> Figure 3 illustrates the contoured ground water elevations as measured on 12 April 2002 <br /> lie <br /> 42 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g was detected in the water samples collected from wells MW-1 and MW-2 at 120 micrograms <br /> per liter(µg11)and 130µg/1,respectively Neither BTEX compounds,MTBE nor the remaining fuel <br /> additives were detected In the water samples <br /> Analytical results from the ground water samples are summarized in Tables 2 and 3 The laboratory <br /> report(Cal Tech Lab ID Numbers 0204-091-1 to -3),QA/QC and chain-of-custody are included in <br /> Appendix B <br /> 5.0. SUMMARY AND CONCLUSIONS <br /> Based on the data collected from the site, AGE concludes <br /> • Ground water flow direction at the site was northward at a gradient of 0 002 ft/ft or less Due <br /> Ito the low gradient at the site, slight variations In ground water measurements or changes of <br /> recharge/discharge of the local ground water could greatly modify ground water flow <br /> direction <br /> • The increase of ground water elevation of approximately 9 25 feet between November 2001 <br /> iand April 2002 is probably due to seasonal fluctuation <br /> ,Advanced GeoEnvironmental,Inc <br />
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