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ARCHIVED REPORTS XR0012690
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0505733
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ARCHIVED REPORTS XR0012690
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Entry Properties
Last modified
11/19/2024 10:19:10 AM
Creation date
9/3/2019 2:38:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012690
RECORD_ID
PR0505733
PE
2950
FACILITY_ID
FA0006970
FACILITY_NAME
TOSCO #787
STREET_NUMBER
950
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23406002
CURRENT_STATUS
02
SITE_LOCATION
950 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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P - - <br /> d <br /> 21 <br /> fi <br /> — Wr G.r_ <br /> WESTERN GEO-ENGINEERS <br /> Ground water production in this region is predominately from the Tulare Formation <br /> a non-marine (continental) sediment deposit of Pilo-Pleistocene age, The Corcoran <br /> Clay Member of the Tulare Fm., represents a lacustrine (lake bottom) deposit of <br /> diatomaceous clay which divides the upper third of the Tulare Formation from the <br /> lower two thirds. Overlaying the Tulare Formation are the younger {pleistocene to <br /> Recent) flood basin, alluvial fan and stream channel deposits. f�nderlaying the <br /> Tulare Formation a sequence of older (Miocene thru Cretaceous) marine To the <br /> sedimentary deposits which contain conate water too brackish for any use• ar <br /> west, in the Coastal Range foothills, the Tulare Fm. outcrops against the older <br /> undifferentiated marine Cretaceous formations. This unconformity produced by the <br /> Coast Range uplift and subsequent subsidence of the San Joaquin Valley created <br /> the northwest trending Black Butte Fault, marking the boundary <br /> Ranges and the Great Malley provinces. of the Coastal <br /> Ground water recharge to to younger surface to near surface de <br /> above the Corcoran .. deposits <br /> an srts ' <br /> cls i A situated <br /> ua <br /> to <br /> red d <br /> downdip along the less permpeabenlayers. The Corcoran clay farms somewha ofeakage and lateral movem n <br /> a <br /> barriei to the sediment deposits found below it and recharge is presumably slower; <br /> by lateral movement downdip from the outcrop areas to the west and southwest <br /> along the Coastal Range foothills, by slow leakage from the above clay and by <br /> more rapid movement vertically beyond the limits of the clay. <br /> The direction of free ground water movement in this region <br /> ,tom northeast from the Coastal Ranges towards the San Joaquin River tote north and <br /> the east an <br /> the Sacramento - San Joaquin Delta to the north { see figure 5a ). Athe present <br /> intrusion of waters from the Delta has not occurred in the Tracy area as it has in <br /> Stockton area (see figure 5B), the <br /> z <br /> SECTION 3.1 <br /> r . <br /> LOCAL. GEOLOGY AND HYDROGEOLOGY <br /> The Tracy area is built upon flood plain/basin deposits of brown clayey slit. <br /> Intermixed with and underlying the flood plain deposits are stream channel deposits <br /> consisting of silty sand, sand, and sandy gravels with occasional clay layers and <br /> Clay lenses. The channel deposits do not seem to be continuous between wells in <br /> the area, indicating a braided and/or meander type deposition. <br /> A shallow aquifer exists at approximately 10 to 15 feet below the surface (12 feet <br /> below the surface of the site) in the Tracy area. Chloride ion and resistivity <br /> measureme,its of this aquifer (from the monitor wells on the site) indicate this water <br /> to be slightly brackish; chloride ion ranges between 350 and 500 ppm and <br /> resistivity values range from 5.39 to 6.61 ohms/meter 2/meter. <br /> l flow <br /> and gradients of this aquifer are influenced by recharge and d scharge €rromctions local <br /> irrigation and construction and/or leaks and breakage of the_local_water_and-sewer <br /> linas.__But,_the-general-flow-direction-shoLld-be-to fhg north with a relativel ------ ------------ <br /> gradient (see figures 5A and 5B). y flat <br /> page 9 <br />
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