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ARCHIVED REPORTS_XR0012636 CASE 1
EnvironmentalHealth
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ARCHIVED REPORTS_XR0012636 CASE 1
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Last modified
5/28/2020 12:50:26 PM
Creation date
5/28/2020 12:37:18 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012636 CASE 1
RECORD_ID
PR0505512
PE
2950
FACILITY_ID
FA0006827
FACILITY_NAME
BP/MOBIL SERVICE STATION
STREET_NUMBER
2375
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23207003
CURRENT_STATUS
02
SITE_LOCATION
2375 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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I <br /> EYE <br /> I <br /> hydrocarbon constituents. The dewatering activities, <br /> however, may have resulted in the migration of hydrocarbon <br /> contaminants towards MW--2, as evidenced by the analytical <br /> results of this sampling <br /> TPH or BTEC was detected iinethe samplent. Tn dfromnMW-�B dissolved <br /> a <br /> sampling event, which previously had detectable levels of <br /> � a hydrocarbon constituents. <br /> ' AQUIFER ANALYSIS AND TEST <br /> The analysis of aquifer characteristics for the <br /> determining the fate and transport of contamistepnants of <br /> water .involves several steps. T ground <br /> exploratory stage, using surfacehandrsubsurfacengeologves the <br /> ical <br /> and geophysical techniques to determine the waterebearing <br /> - formation. The evaluation stage follows to determine <br /> hydrogeologic parameters and characteristics of the aquifer <br /> necessary for the proper design and construction of recovery <br /> or extraction wells, and for the control of contaminant <br /> migration. The last step is the confirmation stage to <br /> optimize the design and operation of the wells for the <br /> E~' management and remediation of <br /> ground water. <br /> This section presents the results and findings of the aquifer <br /> ry analysis and tests performed to date. <br /> LB <br /> v' w <br /> ` The hydraulic Y properties of aquifers and soil materials that <br /> define the rate of water movement it <br /> subsurface materials, and its effect o, <br /> then ie and out of zometric <br /> E? surfaces or water tables, are hydraulic conductivity <br /> (K <br /> transmissivity (T) , and storage coefficient (S) or specific <br /> yield for unconfined aquifer. <br /> Hydraulic conductivity is defined as the rate at which water <br /> moves through a porous media (soil) under a unit hydraulic <br /> gradient. It is primarily dependent upon the porosity and <br /> permeability of the soil and the density and viscosity of the <br /> 6.; water. However, not all water occupying pore spaces in .a <br /> saturated aquifer can be readily extracted. one measure of <br /> [ the water-yielding ability of an aquifer is the storage <br /> coefficient. The storage coefficient of an aquifer is <br /> defined as the volume of water produced per unit horizontal <br /> f , area by a unit drop in the water table level (unconfined <br /> aquifers) or the piezometric surface (confined aquifers) . <br /> is <br /> �. 5. <br />
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