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2900 - Site Mitigation Program
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PR0505548
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Entry Properties
Last modified
5/17/2019 9:06:51 AM
Creation date
5/17/2019 9:01:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505548
PE
2960
FACILITY_ID
FA0006852
FACILITY_NAME
OCCIDENTAL CHEMICAL CORP
STREET_NUMBER
1904
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
16302041
CURRENT_STATUS
01
SITE_LOCATION
1904 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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GEOMATRIX <br /> (Figure 3). The sand intervals vary between 2 and 10 feet thick, and comprise primarily very fine sand <br /> to silty sand material. The intervening clay intervals consist of moderately plastic silty clay to clay <br /> materials. The sediments are generally blue-green in color, suggesting a reducing depositional <br /> environment. The sand interval from approximately 70 to 90 feet bgs is relatively continuous beneath <br /> ' the Facility and vicinity and has been designated the intermediate zone. The intermediate zone is <br /> currently monitored by five wells, including MW-9, MW-15, and MW-17 through MW-19 (Figure 2). <br /> Between about 100 and 150 feet bgs (the maximum depth of investigation beneath the Facility) is <br /> another sequence of interbedded clay and sand layers. Relatively continuous sand intervals were <br /> identified at approximately 120 and 150 feet bgs (Figure 3). The sand interval at about 120 feet bgs <br /> varies between 10 and 15 feet thick, and comprises primarily very fine sand to silty sand material. This <br /> interval appears to become finer grained towards the west. The sediments are generally blue-green in <br /> color, suggesting a reducing depositional environment. The sand interval at about 150 feet bgs varies in <br /> ' thickness and appears to pinch out to the west. <br /> Groundwater in the shallow zone is first encountered between 9 and 12 feet bgs. The most recent <br /> ' groundwater elevation data were collected on 23 March 1998 (Geomatrix, 1998b). On 23 March 1998, <br /> the depth to groundwater was measured in 14 shallow zone monitoring wells and the groundwater <br /> surface was found to vary between 0.14 and 1.05 feet below mean sea level (MSL). The depth to <br /> groundwater was also measured in five intermediate zone monitoring wells on 23 March 1998 and the <br /> groundwater surface in the intermediate zone was found to vary between 3.00 and 3.40 feet below <br /> ' MSL. <br /> The 23 March 1998 data indicate that there is a downward vertical hydraulic gradient between the <br /> shallow zone and intermediate zone; however, vertical migration of groundwater may be inhibited by <br /> the presence of fine-grained materials (silt and clay) between these zones. Water level elevations in <br /> intermediate zone monitoring wells ranged between 2.46 and 3.01 feet less than in the adjacent shallow <br /> zone monitoring wells. The average difference in groundwater elevation between the shallow zone and <br /> intermediate zone during March 1998 was 2.94 feet. The presence of the downward hydraulic gradient <br /> 1 beneath the Facility has been consistent over time(Geomatrix, 1997a,b, 1998b). <br /> ' Potentiometric surface maps prepared for the shallow and intermediate zones based on the 23 March <br /> 1998 groundwater elevation data show that the direction of horizontal groundwater flow beneath the <br /> facility in the shallow zone is predominantly to the east-northeast with a hydraulic gradient of about <br /> 0.00073, or approximately 3.8 feet per mile (Geomatrix, 1998b). The direction of horizontal ground- <br /> water flow beneath the facility in the intermediate zone is predominantly to the east-southeast with a <br /> ' hydraulic gradient of about 0.00186, or approximately 9.8 feet per mile. These data indicate that the <br /> direction and magnitude of horizontal groundwater flow in the shallow zone and intermediate zone are <br /> different beneath the Facility and vicinity. The presence of a consistent downward vertical groundwater <br /> ' gradient and the presence of fine-grained materials between the shallow and intermediate zones <br /> I\PROIECTCIWRD(YOI.ffNNX54l'l.CPc 5 <br />
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