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ARCHIVED REPORTS XR0011083
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544222
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ARCHIVED REPORTS XR0011083
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Last modified
3/5/2019 4:33:13 PM
Creation date
3/5/2019 1:58:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011083
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
Scanner
WNg
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EHD - Public
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I <br />Gealagiral%cluctcsl�u Page 2 <br />Groundwater Monitoring Report <br />Project No 724 2 <br />February 13, 2006 <br />The data continues to indicate that the plume appears to extend to the east of the site It is not <br />known whether or not contaminated properties to the northwest of the site may be <br />contributing to the groundwater plume This possibility is being investigated by installing <br />CPT (cone penetrometer testing) bonngs to the east of the subject site Four CPT borings <br />were installed on January 10 - 12, 2006 and a report on this work is forthcoming <br />I <br />1.0 GROUNDWATER MONITORING <br />1.1 Hydro Bolo y of Site <br />g g <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 November 2005 monitoring event are as follows <br />Water table wells screened 25 to 50 ft bgs 0 0022 ft/ft flowing S79°E <br />Intermediate wells screened 42 to 64 ft bgs 0 0036 ft/ft flowing N78°E <br />Deep wells screened 65 to 80 ft bgs 0 0021 ft/ft flowing S74°E* <br />'BMW -104 was not utilized for gradhent deternunation 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 Tables 1, 2 & 3 in Appendix A contain the historical <br />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 range <br />of groundwater flow directions for the three respective horizons The groundwater flow <br />direction was northeasterly or southeasterly for all three aquifer intervals for this monitoring <br />event <br />' The average elevation of groundwater in the water table wells site was -22 41 feet mean sea <br />level (msl) This elevation represents a decrease of 1 13 feet since the August 2005 <br />' monitoring event <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 />
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