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ARCHIVED REPORTS XR0011081
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544222
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ARCHIVED REPORTS XR0011081
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Last modified
3/5/2019 4:15:49 PM
Creation date
3/5/2019 1:57:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011081
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
Tags
EHD - Public
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' 470togkAl7eckxus kc Page 2 <br /> Groundwater Monrtormg Report <br />' Project No 724 2 <br /> April 25,2006 <br />' that a co-mingled plume is present and is sourced from the contaminated parcels to the <br /> northwest of the Morita Brothers site The CPT boring investigation in January 2006 <br /> supports this conclusion The groundwater samples obtained from over 150 feet east of the <br />' site from the Aurora Street CPT boreholes did not contain elevated levels of TPH-G that are <br /> present in borings along the southern edge of Charter Way The February 2006 monitoring <br />' event was the first in which no benzene was detected in the wells above the laboratory <br /> reporting limit of 0 5 ug/l The low levels of petroleum hydrocarbon that are found on site <br /> and immediately to the east of the site do not warrant corrective action <br /> 1 <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 are usually calculated, one for each <br /> interval The calculated gradients for the February 2006 monitoring event are as follows <br /> Water table wells screened 25 to 50 ft bgs 0 0038 ft/ft flowing S50°E <br /> ' Intermediate wells screened 42 to 64 ft bgs variable variable <br /> Deep wells screened 65 to 80 ft bgs 0 0043 ft/ft flowing S20°E* <br /> *MW-104 was not utihzed for gradient deterrrunathon due to deeper well screen(87 5—90') <br /> ' <br /> Figures 2, 3 & 4 show the respective gradient directions for the shallow, intermediate and <br /> � <br /> deep wells, respectively The data for well MW-104 are omitted in Figure 4 contours due the <br /> ' well's deeper screened interval The groundwater flow direction was southeasterly for the <br /> water table and deeper aquifer intervals for this monitoring event The intermediate aquifer <br /> ' exhibited anomalous gradients with multiple directions present <br /> Figures 5A, 5B and 5C, Groundwater Gradient Rose Diagrams, illustrate the historical range <br /> ' of groundwater flow directions for the three respective horizons Tables 1, 2 & 3 in <br /> Appendix A contain the historical groundwater elevations and gradients for the shallow, <br /> intermediate and deep wells respectively <br /> 1 The average elevation of groundwater in the water table wells site was -2136 feet mean sea <br /> level (msl) This elevation represents an increase of 105 feet since the November 2005 <br /> monitoring event <br /> 1 <br />
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