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ARCHIVED REPORTS XR0011106
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ARCHIVED REPORTS XR0011106
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Entry Properties
Last modified
3/5/2019 5:22:00 PM
Creation date
3/5/2019 2:12:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011106
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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Geologrca1Tec(:nus Inc Page 2 <br /> Groundwater Monitoring Report <br /> Project No 724 2 <br /> March 13,2001 <br /> 1.0 GROUNDWATER MONITORING <br /> 1.1 Hydrogeology of Site <br /> Geological Technics Inc installed five additional monitoring wells on November 20 - 22, <br /> 2000, to investigate the lateral and vertical extent of gasoline-range petroleum hydrocarbons <br /> in the groundwater at this site These wells included shallow/interinediate well pairs MW- <br /> 6/MW-106, MW-7/MW-107, and a discretely screened deep well, MW-104 (Figure 2, Site <br /> Map) Wells MW-6 and MW-106 were placed on the adjacent parcel to the east of the site, <br /> approximately 60 feet south of MW-5 Wells MW-7 and MW-107 were placed <br /> approximately 15 feet east of the former UST field Deep well MW-104 was placed <br /> adjacent to the former dispenser island on the western portion of the site <br />' A site-specific groundwater gradient and bearing was calculated from the depth to water <br /> measurements in wells MW-1, MW-2 and MW-3, as with past events The gradient was <br /> flowing S82°E at 0 0014 ft/ft, which is consistent with previous monitoring events The <br /> average elevation of groundwater under the site was —17 31 feet (below) mean sea level <br /> (msl) The water level has risen significantly at the site since October of 1992 when <br /> groundwater was —39 feet ms] <br /> Figure 2 is a groundwater gradient map for the January 4, 2001 monitoring event <br /> 1 Table 1 in Appendix A contains the shallow groundwater elevations and gradients for all <br /> events since the start of this project in October 1992 Table 2, Appendix A contains the <br /> intermediate/deep groundwater elevations for the January 2001 event Groundwater has <br /> predominately flowed to the east at an average of 0 0033 ft/ft <br /> Vertical Groundwater Gradients <br /> Under vertical groundwater flow conditions, the water level in a monitoring well is a <br /> function of the length of the well screen and its depth or vertical position in the aquifer As <br /> with horizontal flow conditions, the diameter of the well or piezometer is immaterial <br /> The following procedure is used to calculate vertical groundwater gradient <br />' • Determine vertical distance between the two measuring devices by the distance from the <br /> mid-point between the top and bottom seal of the deep well (MW-104, MW-106, MW- <br /> t07) and the mid-point between the groundwater elevation and the bottom seal in the <br /> shallow well (MW-4, MW-6, MW-7) <br /> • Measure the head in both wells used in the calculations <br /> • if the lateral distance between the well pair is greater than a few feet, then calculations <br /> must be made to correct the down-gradient piezometric head to account for the sloping <br /> water table between the wells The calculation considers the slope of the water table and <br /> the distance in a down-gradient direction between the two wells used in the calculations <br />
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