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ARCHIVED REPORTS_XR0007433
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3500 - Local Oversight Program
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PR0545770
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ARCHIVED REPORTS_XR0007433
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Last modified
10/8/2020 10:20:07 PM
Creation date
6/9/2020 2:21:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007433
RECORD_ID
PR0545770
PE
3528
FACILITY_ID
FA0006278
FACILITY_NAME
WOODBRIDGE VINEYARD ASSOC
STREET_NUMBER
4614
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
4614 W TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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■VZ1 INC <br /> 4 The standby water supply well is estimated to have a total depth 135 feet (Appendix V) <br /> Casing diameter is eight inches and it is also unclear if this well has a sanitary seal The <br /> depth to groundwater surface for the standby water supply well in its static state is 20 feet <br /> below ground surface and 60 feet below ground surface during its pumping state The well <br /> pump is reportedly capable of providing 900 gallons per minute The bowls are set at 60 <br /> feet below ground surface <br /> The well yield for the standby water supply well is estimated to be 1,500 gallons per minute <br /> based on a pump test conducted during March 1990 This well is reportedly used on an <br /> intermittent basis as an emergency or standby backup water supply for the main well <br /> 75 Groundwater Monitoring Program <br /> A groundwater monitoring program of the wells at the site was initiated on June 2, 1989 <br /> Sebastiani utilized the services of several consultant groups to obtain monitoring data from <br /> 1989 to 1996 A standardized description of the sampling procedures used to collect the <br /> groundwater samples is presented in Appendix 11 Basic information collected during each <br /> of the monitoring events is presented in Tables 5 and 6 Tables 7 and 8 tabulate results <br /> from analytical laboratory reports for all water samples collected and analyzed since 1989 <br /> These analytical results for each of the monitoring events have been previously submitted <br /> in Quarterly Status Reports (QSR's) by McLaren, WaterWork, CEECON and WZI <br /> A series of graphs that depict groundwater surface elevations for each of the monitoring <br /> wells is presented in Appendix VI The overall trend of the groundwater surface elevation <br /> at the site is a consistent rise of approximately two to two and one-half feet per year since <br /> May 1992 All of the monitoring wells, except MW-9, have had the groundwater surface <br /> elevation rise above the screened interval <br /> A series of graphs that depict individual petroleum hydrocarbon constituent concentrations <br /> in groundwater samples collected from monitoring wells MW-1 , MW-3, MW-6 , MW-8 and <br /> MW-10 are depicted in Appendix VII The concentrations of total petroleum hydrocarbon <br /> 19150011 005 27 <br />
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