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ARCHIVED REPORTS XR0001598
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001598
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Last modified
6/14/2019 1:15:38 PM
Creation date
6/14/2019 10:31:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001598
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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y A� <br /> 1 <br /> 29 December 2000 <br /> AGE-NC Project No 96-0235 <br /> Page 5 of 8 <br /> r3.0. FINDINGS <br /> Ground water elevation and flow direction were inferred from field data, hydrocarbon.-Impact to <br /> r ground water and soil was quantified by laboratory analysis of the ground water samples Field <br /> ,observations, results of laboratory analysis of ground water samples and_a discussion of data <br /> collected during field work follows <br /> r <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> r Thelevation f ch well was previously surveyed relative to a CIt of Stockton benchmark <br /> The casing o ea p y y y <br /> The elevation of ground water in each well was calculated by subtracting the depth to ground water " <br /> rfrom the surveyed casing elevations (Table 1) Depths to ground water ranged from 15 12 feet to <br /> 17 61 feet below the tops of the well casings Ground water elevations at the site ranged from--9 57 <br /> r feet in MW-7 to — 11 13 feet mean sea level (MSL) in MW-2 Ground water elevation increased an <br /> average of 1 50 feet in the wells installed prior to July 2000 <br /> To infer ground water flow direction, the ground water elevation data was divided into two sets <br /> based on the well screen intervals Ground water was between 22 4 and 24 8 feet above the screened <br /> intervals in monitoring wells MW-1, MW-2, MW-6B, MW-813 and MW-9 comprising the deeper <br /> r water data set Ground water was within the screened intervals for monitoring wells MW-4, MW-5, <br /> MW-6A, MW-7, MW-8A and MW-10 and was approximately 12 5 feet above the screened interval <br /> in MW-3, comprising the shallow water data set Figure 3 illustrates the ground water elevations <br /> r based on the two data sets Ground water flow direction was calculated to be toward the southwest <br /> using data from wells screened within the lower interval Ground water elevations, based upon data <br /> from the shallow wells indicate a radial flow varying from the northwest to north to northeast <br /> 3 2 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g was detected in the samples collected from MW-1,MW-2, MW-9,MW-10,MW-11 B,EW-1 <br /> and EW-2 at concentrations as high as 73,000 inicrograr s per liter (µg/1) .TPH-d was detected in <br /> rMW-1, MW-2, MW-3, MW-9, MW-10, MW-11B, MW-12B, EW-1'and EW-2 at concentrations <br /> as high as 14,000 µg/1 BTEX compounds were detected in samples from six wells at concentrations <br /> as high as 4,400 µg/1, 17,000 µg/l, 2,400 �Lg/l and 12,000 µg/l, respectively <br /> MTBE was detected in the water samples collected from MW-3,MW-4,MW-9, MW-10, MW-11 B, <br /> MW-12B, MW-13A, MW-13B and EW-1 at concentrations ranging from 1 6 lig/lto 180 µg/1 TBA <br /> was detected in water samples from MW-6B and MWl l B at concentrations of 22'µg/1 and 14 gg/l, <br /> . respectively Other oxygenates were not detected during the July and August 2000 monitoring <br /> r <br /> Advanced GeoEnvironmentsi,Inc <br /> r <br /> r <br />
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