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ARCHIVED REPORTS_XR0008839
Environmental Health - Public
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12 (STATE ROUTE 12)
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13889
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3500 - Local Oversight Program
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PR0545719
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ARCHIVED REPORTS_XR0008839
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Last modified
11/19/2024 3:45:50 PM
Creation date
6/3/2020 11:28:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008839
RECORD_ID
PR0545719
PE
3528
FACILITY_ID
FA0005335
FACILITY_NAME
CHARLES JACOBS
STREET_NUMBER
13889
Direction
W
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
13889 W HWY 12
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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I l February 2005 <br /> AGE-NC Project No 00-0696 <br /> Page 3 of 7 <br /> Purged ground water was containerized in properly labeled, DOT-approved 55-gallon drums and <br /> stored on-site Monitoring well development field logs are provided in Appendix C <br /> 2 1 5 Well Head Survey <br /> On 24 November 2004, a California state-licensed surveying engineer from Morrow Surveying <br /> surveyed the location and elevation of monitoring wells MW-1 through MW-4, the global <br /> positioning system(GPS)location was surveyed to the nearest 0 1-foot relative to coordinate datum <br /> NAD 83 (1986), and the elevation at the notch in the top of the well casing was surveyed to the <br /> nearest 0 01-foot relative to NAVD 88 from GPS observations The elevations of wells MW-1 <br /> through MW-4 were determined to be 11 80 feet, 12 30 feet, 12 57 feet, and 12 76 feet below mean <br /> sea level(MSL),respectively The results of the monitoring well survey are recorded in Table 1 The <br /> surveying report is presented in Appendix D <br /> 2 2 QUARTERLY WELL MONITORING <br /> The initial quarterly ground water monitoring event was performed on 29 November 2004, ground <br /> water monitoring was performed on monitoring wells MW-1 through MW-4 <br /> 2 2 1 Well Monitoring and Evacuation <br /> The depths to ground water in monitoring wells MW-1 through MW-4 were measured from the tops <br /> of the well casings to the nearest 0 01-foot utilizing a Solinst water level meter Ground water <br /> elevation in each well was calculated by subtracting the measured depth to ground water from the <br /> surveyed casing elevation (Table 1) <br />' After water levels were measured, approximately 9 to 9 5 gallons of water (a minimum of three <br /> casing water volumes per well) were purged from wells MW-1 through MW-4 using disposable <br /> plastic bailers Ground water temperature,pH, and conductivity were measured at regular intervals <br />' during purging using an Oakton water analyzer Field sheets and data are included in Appendix C <br /> Purged water was stored on-site in properly labeled, DOT-approved 55-gallon drums <br />' 2 2 2 Collection and Analysis of Ground Water Samples <br />' Ground water samples were collected from each well using disposable plastic bailers after allowing <br /> . the wells to achieve a minimum 80% recovery of the pre-purge water volume Each water sample <br /> Advanced GeoEnvironmental,Inc <br />
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