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ARCHIVED REPORTS_1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
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PR0519031
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ARCHIVED REPORTS_1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
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Last modified
6/24/2020 7:03:37 PM
Creation date
6/24/2020 2:19:48 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
RECORD_ID
PR0519031
PE
2960
FACILITY_ID
FA0014239
FACILITY_NAME
PARCEL 2A - TIDEWATER STOCKTON
STREET_NUMBER
666
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95670
APN
13737002
CURRENT_STATUS
01
SITE_LOCATION
666 WEBER AVE
QC Status
Approved
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EHD - Public
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S E COR - W <br /> • 3.0 SITE GEOLOGY AND HYDROGEOLOGY <br /> The shallow groundwater bearing zone (A-Zone) primarily extends from the ground surface to <br /> depths ranging from approximately 25 feet bgs to 40 feet bgs. Subsurface material in the <br /> shallow zone predominantly consists of silts, silty sands, and silty gravels from four to ten feet <br /> bgs, and then organic clays, clays, high permeability silts, and lenses of silty sands and poorly <br /> graded sands to depths ranging from 25 to 40 feet bgs. The shallow zone is generally underlain <br /> by low permeability silts and clays (with an occasional, thin, silty sand or poorly graded sand <br /> lens) of highly variable thickness. A deeper groundwater bearing zone (B-Zone) is encountered <br /> at a depth of approximately 42 feet bgs and extends to approximately 50 feet bgs. Subsurface <br /> material in the B-zone consists of poorly graded sands and silty sands. Below 50 feet bgs, clay <br /> and silt with some imbedded sand is encountered and extends to a depth of approximately 64 <br /> feet bgs, underlain by sands and silty sands of varying moisture extending to a depth of <br /> approximately 73 feet bgs. Clay is encountered below the sands to an approximate depth of 84 <br /> feet bgs, underlain by a sand/silty sand layer extending to approximately 92 feet bgs. This <br /> stratum is a water-bearing zone identified as the C-Zone. Below this sand layer, imbedded <br /> clays and silts are encountered to a depth of approximately 115 feet bgs, underlain by a <br /> sand/silty sand layer with some imbedded clay to a depth of approximately 130 feet bgs. This <br /> stratum is designated as the D-Zone. Clay and silt is encountered below this sand layer to a <br /> total depth explored of 140 feet bgs. <br /> Groundwater beneath the Site is influenced by the Stockton Channel to the north and the <br /> Mormon Slough to the south. The regional groundwater flow direction for the shallow and <br /> • deeper groundwater bearing zones is generally to the east-northeast. <br /> ,6 <br /> • a <br /> 1Q08QSSRQRSRQMR.F1na1.doc 8 April 30,2008 <br /> 77TW.26397.42.1307 y.j; <br />
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