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ARCHIVED REPORTS_XR0010434
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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STIMSON
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2000
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3500 - Local Oversight Program
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PR0545700
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ARCHIVED REPORTS_XR0010434
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Last modified
5/28/2020 10:20:56 AM
Creation date
5/28/2020 10:17:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010434
RECORD_ID
PR0545700
PE
3529
FACILITY_ID
FA0003648
FACILITY_NAME
STKN ARMY AVIATION SUPP FACILITY*
STREET_NUMBER
2000
STREET_NAME
STIMSON
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
17726004
CURRENT_STATUS
02
SITE_LOCATION
2000 STIMSON RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 <br /> 'FAACEINNURC <br /> volcanic rocks, which range considerably in age and composition To the west of the valley are <br /> the Coast Ranges, which are composed of metamorphic rocks of the Franciscan Formation <br /> Structurally significant features in the Site area include the Stockton Fault, which trends <br />' northeast-southwest and is approximately eight miles northwest of the Site, and the Midland <br /> Fault Zone, which trends north-south and is approximately 25 miles northwest of the Site The <br /> San Andreas fault zone is approximately 50 miles west of the Site <br /> The soils beneath the Site characterized during the February 1993 drilling (Wallace-Kuhl) <br /> 1 consisted of fine sands and silt/sand mixtures to approximately 50 feet below ground surface <br /> (bgs) Below this depth, a fine to coarse sand and silty clay are present Similar soils were <br /> reportedly observed to a depth of 15 feet bgs during removal of the USTs in 1990 <br /> 1 1.3 Hydrology <br /> The Site has been graded and modified to promote surface drainage Catch basins collect <br /> rainwater for flow north through underground pipes into the adjacent airport storm water system <br /> Surface drainage is to Little John Creek, a water course oriented east-west, approximately 1 5 <br /> miles north of the Site Little John Creek flows into Camp Slough and eventually into the San <br /> Joaquin Raver <br /> Groundwater was encountered during drilling in February 1993 at depths ranging from 46 <br /> to 49 feet bgs Groundwater measurements made in the wells on February 24, 1993 indicated a <br />' static groundwater surface of approximately 45 feet bgs The groundwater flow direction <br /> beneath the Site was calculated to be to the northeast with a hydraulic gradient of 0 001 feet/foot <br /> (ft/ft) <br /> The depth to groundwater in the three monitoring wells, MW1, MW2, MW3, on <br /> September 5, 1996 was 43 96, 44 05, and 43 77 feet bgs, respectively The hydraulic gradient <br />' was calculated at 0 003 ft/ft flowing to the northeast The gradient is consistent with the <br /> calculated gradient for the previous quarter, however, the direction has changed slightly from <br /> northwesterly to northeasterly Versar believes this reflects seasonal fluctuations in the <br /> igroundwater flow Groundwater elevations and gradient are included in Table 1 and shown on <br /> Figure 3 <br /> r <br /> i <br /> 2 <br /> i <br />
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