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ARCHIVED REPORTS XR0011059
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544222
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ARCHIVED REPORTS XR0011059
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Last modified
3/5/2019 6:20:18 PM
Creation date
3/5/2019 1:45:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011059
RECORD_ID
PR0544222
PE
3528
FACILITY_ID
FA0005976
FACILITY_NAME
TIRE & WHEEL MASTERS
STREET_NUMBER
814
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16718101
CURRENT_STATUS
02
SITE_LOCATION
814 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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Cwfo foal T"&%xs lne. Page 2 <br /> Groundwater Mon tonng Report <br /> Project No 724 2 <br /> November 12,2004 <br /> 1.0 GROUNDWATER MONITORING <br /> 1.1 Hydrogeology of Site <br /> The site's monitoring wells are screened through various levels of the aquifer as shown in <br /> Figure 14 The wells' construction details are indicated in Table 7 <br /> ' Horizontal Groundwater Gradients <br /> Due to there being monitoring well sets at three different depth intervals (water table, <br /> intermediate & deep), three different horizontal gradients were calculated, one for each <br /> interval The calculated gradients for the July 2004 monitoring event are as follows <br /> Water table wells screened 25 to 50 ft bgs 0 014 ft/ft flowing S62°E <br /> Intermediate wells screened 42 to 64 ft bgs 0 0023 ft/ft flowing N60°E <br /> Deep wells screened 65 to 80 ft bgs 0 0018 ft/ft flowing S50°E* <br /> *MW-104 not utilized for gradient deternnnarion due to deeper well screen(87 5—90') <br /> Figures 2, 3 & 4 show the respective gradient directions for the shallow, intermediate and <br /> deep wells, respectively The data for well MW-104 are omitted in Figure 4 contours due the <br /> well's deeper screened interval, and monitoring wells MW-106 and MW-110 are not used for <br /> contouring in Figure 3 due to anomalous data Tables 1, 2 & 3 in Appendix A contain the <br /> historical groundwater elevations and gradients for the shallow, intermediate and deep wells <br /> respectively ' <br /> ' Figures 5A, 5B and 5C, Groundwater Gradient Rose Diagrams, illustrate the historical <br /> groundwater directions for the three respective horizons The groundwater direction was <br /> ' easterly for all three aquifer intervals for this monitoring event <br /> The average elevation of groundwater in the water table wells site was —23 04 feet MSL <br /> ' (below mean sea level) or approximately 38 feet below grade surface This elevation <br /> represents a decrease of 135 feet since the April 2004 monitoring event The water level has <br /> risen significantly at the site since October of 1992 when groundwater was—39 feet MSL <br /> The rose diagram included in Figure 5A shows that the water table groundwater gradients at <br /> this site are consistently towards the east In Figure 5A, arrows labeled 22 and above were <br /> measurements made after November 2000 Since additional wells were installed in <br /> November 2000, the groundwater direction has had a more southerly component suggesting <br /> that the earlier measurements were biased due to the spatial orientation of fewer wells The <br /> ' rose diagram included in Figure 5B shows that the intermediate aquifer gradients at this site <br /> have been consistently to the east for the last eleven events The rose diagram included in <br /> 1 <br />
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