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ARCHIVED REPORTS XR0007971
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3230
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3500 - Local Oversight Program
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PR0544759
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ARCHIVED REPORTS XR0007971
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Last modified
8/19/2019 10:27:52 AM
Creation date
8/19/2019 10:21:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007971
RECORD_ID
PR0544759
PE
3528
FACILITY_ID
FA0004058
FACILITY_NAME
VANCO*
STREET_NUMBER
3230
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11708017
CURRENT_STATUS
02
SITE_LOCATION
3230 N WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> 20 July 2001 <br /> AGE-NC Project No 97-0300 <br /> Page 3 of 4 <br /> I3 1 GROUND WATER ELEVATION AND GRADIENT <br /> The depths to ground water in wells MW-1, MW-2 and MW-3 were measured between 43 93 and <br /> 44 68 feet below the tops of the well casings Ground water elevations at the site were calculated to <br /> be between 26 77 feet and 26 93 feet below mean sea level, ground water elevations are depicted In <br /> Figure 3 Ground water elevations at the site Increased an average 0 28 feet between the December <br /> I 2000 and the March 2001 ground water monitoring events On 22 March 2001, the general ground <br /> water flow direction at the site was Inferred to be toward the southwest at an estimated gradient of <br /> 0 003 ft/ft or less, approximately 15 feet per mile (Figure 3) <br /> 3 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> Dissolved petroleum hydrocarbon constituents, volatile aromatic compounds and fuel oxygenated <br /> compounds were not detected by the March 2001 laboratory analysis Analytical results of the <br /> ground water samples are summarized in Tables 2 and 3 The laboratory reports (McCampbell <br /> Analytical Inc I D 63995 through 63997) and chain-of-custody forms are presented in Appendix <br /> B <br /> 4 0. SUMMARY AND CONCLUSIONS <br /> The implications from the findings of the March 2001 first quarter ground water monitoring event <br /> are <br /> • Ground water flow direction at the site appeared to be oriented generally southwest at a <br /> gradient of 0 003 (Figure 3) Due to the low gradient at the site, slight variations In ground <br /> water measurements or changes of recharge/discharge of the local ground water could greatly <br /> modify the modeled ground water flow direction <br /> I • The ground water elevation at the site was within the screened Intervals of wells MW-1, <br /> MW-2 and MW-3 and yield samples fully representative of shallow ground water conditions <br /> • Ground water elevations at the site Increased an average 0 28 feet between the December <br /> 2000 and the March 2001 ground water monitoring events (Table 1) The Increase of ground <br /> water elevations Is probably due to the seasonal fluctuation pattern <br /> I • No petroleum hydrocarbon constituents, volatile aromatic compounds or fuel oxygenated <br /> compounds were detected by laboratory analysis, however very low concentrations of <br /> dissolved TPH-d have previously been detected In the area of monitoring well MW-1 <br /> Indicating that there Is only a minor impact to ground water In the area assessed <br /> Advanced GeoEnvironmental,Inc <br />
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