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ARCHIVED REPORTS XR0001010
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PR0544236
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ARCHIVED REPORTS XR0001010
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Entry Properties
Last modified
3/6/2019 8:02:44 PM
Creation date
3/6/2019 4:03:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001010
RECORD_ID
PR0544236
PE
3526
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
02
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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ckolog"l hchtucs Inc Page 2 <br />' 1"Quarter 2003 Groundwater Monitoring Report <br /> Project No 507 2 <br /> • May 15,2003 <br /> ' 1.0 GROUNDWATER MONITORING <br /> ' 1.1 Hydrogeology of Site <br /> The geology of the site is predominately clays and sandy clays with lesser amounts of silts <br />' and sands The average groundwater elevation was --10 30 feet below msl on March 18, <br /> 2003, which corresponds to approximately 15 feet below grade surface (bgs) This <br />' elevation represents an increase of 0 75 feet since the December 20, 2002 monitoring event <br /> A groundwater gradient was calculated for the event and found to be flowing N70°E at <br /> 0 002 ft/ft This site consistently exhibits a flat groundwater gradient <br />' The gradient direction for the March monitoring event is shown in Figure 2, and the <br /> historical groundwater directions and gradients are shown in Figure 3, Groundwater <br /> Gradient Rose Diagram The groundwater elevation data are summarized in Table 1, <br /> Appendix A Table 5 provides a summary of monitoring well construction <br /> The groundwater gradient is relatively flat and the direction of groundwater flow has varied <br /> during the course of the investigation As evident in Figure 3, groundwater exhibited a <br /> strong bifurcated flow regime in 2000, trending predominantly to the southwest or north- <br /> northeast at approximately 180-degree direction reversal Since the installation of wells <br /> MW-7 and MW-10 in May 2001, the direction had been to the east-northeast in seven of <br /> eight quarterly events The site is quite close to the San Joaquin River and tidal fluctuations <br /> may contribute to some of the observed changes in groundwater direction <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 the vertical distance between the two measuring devices by the distance from <br /> the mid-point between the top and bottom seal of the deep well (MW-109) and the mid- <br /> point between the groundwater elevation and the bottom seal in the shallow well (MW- <br /> 9) <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 piezometne 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 /> 1 <br />
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