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ARCHIVED REPORTS XR0000712
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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BENJAMIN HOLT
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3128
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3500 - Local Oversight Program
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PR0544112
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ARCHIVED REPORTS XR0000712
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Last modified
2/7/2019 4:32:55 PM
Creation date
2/7/2019 3:38:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000712
RECORD_ID
PR0544112
PE
3528
FACILITY_ID
FA0005145
FACILITY_NAME
EXXON COMPANY USA
STREET_NUMBER
3128
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09523002
CURRENT_STATUS
02
SITE_LOCATION
3128 W BENJAMIN HOLT DR
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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WNg
Tags
EHD - Public
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SITE CLOSURE REQUEST REPORT <br /> Former Exxon Service Station No.7-3330 <br /> 1 3128 West Benjamin Holt Drive <br /> 1 Stockton,California <br /> Delta Project No. D093-810 <br /> Page 3 <br /> The Central Valley is drained by two large river systems, the Sacramento River (located in the northern <br /> part of the valley) and the San Joaquin River (located in the southern part of the valley). The two rivers <br /> meet at a deltaic area (San Joaquin-Sacramento Delta) approximately 12 miles northwest of the former <br /> Exxon service station. <br /> The main source of potable ground water throughout the Central Valley occurs in the upper 990 feet of <br /> unconsolidated continental deposits and sedimentary rocks of post-Eocene age (Page, 1986). Potable <br /> ground water is known to exist at depths greater than 3,000 feet in locations of the valley. Below the <br /> potable zone is saline water, primarily connate, contained in the thick, marine, Cretaceous to Eocene <br /> sedimentary rocks. <br /> Local variations exist in the hydraulic properties of aquifers in the valley. These variations are related <br /> to differences in lithology and depositional processes (Farr and Bertoldi, 1988). The most productive <br /> aquifers are within the coarse-grained deposits of fluvial origin. <br /> Potable ground water occurs under confined and unconfined conditions within the valley. Prior to <br /> intensive ground water development, ground water flow in both confined and unconfined aquifers was <br /> generally from the valley sides toward the center, and from the north and south toward the Sacramento- <br /> San Joaquin Delta (Davis et al., 1959; Olmsted and Davis, 1961). Intensive ground water development <br /> has modified the natural flow pattern by creating cones of depressions in major pumping areas. Recently, <br /> importation of surface water has decreased the magnitude of the depressions by decreasing the need for <br /> pumping and also by increasing recharge in these areas (Farrar and Bertoldi, 1988). <br /> The intensive ground water development has been largely due to increased agricultural activity sustained <br /> by a combination of ground water pumping and importing of surface water. The water importation has <br /> largely replaced the ground water pumping in the western portion of the valley. The main source of <br /> recharge to the water table is infiltration and percolation of imported surface water applied to irrigated <br /> lands. Recharge was formerly supplied primarily by streams and rivers entering the valley. Most aquifer <br /> . discharge, previously occurring as evapotranspiration and seepage to streams, is now from pumping wells <br /> RPT001.81D <br />
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