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ARCHIVED REPORTS XR0003020
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003020
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Last modified
10/10/2018 8:53:52 AM
Creation date
10/9/2018 1:17:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003020
FileName_PostFix
XR0003020
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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R <br />SECOR <br />Ii (__� <br />.� Figures 3, 3A, 4, 4A, and 5 illustrate stratigraphic profiles across the site area based on the <br />formations encountered during drilling operations on site. <br />3.6 Hydrostratigraphic Units <br />U <br />Water -bearing horizons observed within the study area included zones within the <br />71 unconsolidated fluvial deposits. For well designation purposes, the underlying aquifer zones <br />+_i have been identified as the A -Zone (shallow zone extending to approximately 65 ft bgs), the B - <br />Zone (65 to approximately 90 ft bgs), the C -Zone (from 100 to 110 ft bgs), and the S -Zone (115 <br />to 210 ft bgs) (see Figure 5). <br />3.7 Horizontal Hydraulic Gradient <br />The cumulative groundwater measurements collected during the monitoring events are <br />summarized in Table 2. The calculated relative elevations were used to infer the groundwater <br />flow direction and gradient within the study area. Fluctuations in the flow direction for zones A <br />'= and B are displayed on the rose diagrams in Figure 6 and 7, respectively. <br />Based on static water level (SWL) measurements collected from the shallow (A -Zone) <br />groundwater monitoring wells, the inferred groundwater flow direction in the shallow zone of the <br />aquifer across and south of the site is oriented in a southeasterly direction under an average <br />hydraulic gradient of 0.01 foot per foot (ft/ft). Based on SECOR's observations, the predominant <br />flow direction of the A -Zone is to the southeast, which at times is influenced by pumping from <br />the City of Lodi Municipal Well 18. Due to influence from the onsite groundwater extraction <br />wells, groundwater flow direction toward the northwest has also been observed in the A -Zone. <br />SWL measurements collected from B -Zone wells indicate that an inferred groundwater flow <br />direction in the intermediate zone of the aquifer is to the southeast under an average hydraulic <br />gradient of 0.01 ft/ft. <br />Groundwater elevations at MW -10C and MW -19C support the assumed southerly groundwater <br />flow direction of the C -Zone. An insufficient number of groundwater monitoring wells are <br />located within the S -Zone to be able to infer groundwater flow direction and gradient. Flow <br />direction and gradient information for the S -Zones beneath and south of the site are not <br />available. However, based on United States Geological Survey (USGS) and State of California <br />reports on the hydrogeology of the area, SECOR assumes the predominant flow direction of <br />these zones is also to the south. Also, groundwater elevations observed at monitoring wells <br />MW -10C and MW -19C support the assumed southerly groundwater flow direction in the C - <br />Zone. <br />95775 NFAR REPORT Finatdoc 7 SECOR International Incorporated <br />
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