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ARCHIVED REPORTS_XR0009568
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545644
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ARCHIVED REPORTS_XR0009568
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Last modified
5/6/2020 10:09:38 AM
Creation date
5/6/2020 9:57:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009568
RECORD_ID
PR0545644
PE
3528
FACILITY_ID
FA0003814
FACILITY_NAME
TOSCO CORPORATION #30878*
STREET_NUMBER
7303
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
07736021
CURRENT_STATUS
02
SITE_LOCATION
7303 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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KEI-P89-1104 .QR1 <br /> April 19 , 1991 <br /> Page 8 <br /> HYDROLOGY AND GEOLOGY <br /> Based on the water level data gathered during the quarter, ground <br /> water flow direction appeared to be toward the east-southeast at an <br /> average gradient of 0. 002 on March 26, 1991, relatively unchanged <br /> from the flow direction reported on October 26, 1990. Water levels <br /> have fluctuated during the quarter, showing a net increase of 1. 24 <br /> to 1. 31 feet in all wells since October 26, 1990. The measured <br /> depth to ground water at the site on March 26, 1991 ranged between <br /> 56 . 55 and 57 . 29 feet. <br /> The subject site is located adjacent to the Sacramento-San Joaquin <br /> delta in the Central Valley geomorphic province. The Central <br /> Valley is a large, northwestward-trending, asymmetric structural <br /> trough that has been filled with as much as six vertical miles of <br /> sediment in the San Joaquin Valley. Based on review of regional <br /> geologic maps (U. S. Geological Survey Miscellaneous Field Studies <br /> Map MF-1401 "Geologic Maps of the Sacramento-San Joaquin Delta, <br /> California" by Brian F. Atwater, 1982) , the subject site is <br /> underlain by Holocene and/or upper Pleistocene alluvium identified <br /> as Alluvium of Calaveras River and Vicinity (Qcr) . The Calaveras <br /> River alluvium was deposited by the Calaveras River, Bear Creek and <br /> several lesser streams, and has not been described in detail. <br /> The results of our subsurface study indicate that the site is <br /> underlain by fill materials which are about 1 foot thick, except in <br /> the vicinity of MW3 at the former fuel tank pit where pea gravel <br /> backfill materials were encountered to a depth of about 27 feet <br /> below grade. Immediately underlying the fill materials (except in <br /> the vicinity of MW3) is a zone of highly expansive silty clay <br /> extending to depths below grade of about 5. 5 to 7 .5 feet. This <br /> expansive clay zone is inturn underlain by a lenticular sequence of <br /> silty clay and clayey silt materials extending to depths below <br /> grade of about 25 to 30. 5 feet. However, in MW1, this fine- <br /> grained sequence contains an approximately 2 . 5 foot thick lens of <br /> poorly graded sand extending to a depth of about 13 feet. The <br /> fine-grained sequence is inturn underlain by a predominantly sandy <br /> sequence extending to depths below grade of about 35. 5 to 45. 5 <br /> feet, which is about 7.5 to 8 feet thick at MW2 and MW31 and is <br /> about 15. 5 to 16 feet thick at MW1 and MW4 . This predominantly <br /> sandy sequence is characterized by silty sand, and poorly graded to <br /> well graded sand but locally includes lenses of gravelly sand and <br /> sandy salt. In MW4, two silt lenses, each about 4 . 5 feet thick, <br /> are also included within this sandy sequence with only traces of <br /> silt encountered in MW2 and MW3 . This sandy sequence is inturn <br /> underlain by a second relatively thick fine-grained sequence, which <br /> consists predominantly of silty clay and clayey silt lenses and <br /> extends to depths below grade of about 53 . 5 to 68.5 feet and <br />
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