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ARCHIVED REPORTS XR0006094
Environmental Health - Public
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COUNTRY CLUB
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1876
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2900 - Site Mitigation Program
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PR0542421
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ARCHIVED REPORTS XR0006094
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Last modified
6/21/2019 12:24:58 PM
Creation date
6/21/2019 10:28:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006094
RECORD_ID
PR0542421
PE
2950
FACILITY_ID
FA0024377
FACILITY_NAME
COUNTRY CLUB BLVD/295950
STREET_NUMBER
1876
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12319101
CURRENT_STATUS
01
SITE_LOCATION
1876 COUNTRY CLUB BLVD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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DISPOSITION OF WASTEWATER <br /> Groundwater purged during the May 22,August 12, and November 21, 2002 samplmg of <br /> the monitor wells was temporarily contained on-site in labeled 55 gallon DOT approved <br /> drums This water was later transferred to the 21,000 close top Baker Tank that had been <br /> delivered to the site on January 17, 2003 for the pump test. The empty drums were <br /> removed from the site by Western Geo-Engineers that same day On February 5, 2003 <br /> WEGE started discharging water stored in Balser tank, to the sanitary sewer after <br /> treatment through 4 in series water carbon units <br /> RESULTS OF QUARTERLY GROUNDWATER MONITORING <br /> GROUNDWATER GRADIENT AND FLOW DIRECTION <br /> A-ZONE- 1876 AND 1856 CouNTRY CLUB Bour.EvARD <br /> Figure 4A uses the new survey elevations supplied by Kjeldsen, Sinnock& Keudeck, Inc <br /> survey dated May 1, 2001 and the well locations and survey elevations associated with <br /> Country Club Food and Fuel, supplied by AGE Figure 4A shows the groundwater <br /> elevation gradient and flow direction determined from depth to water measurements at <br /> the five on-site monitor wells, the newly installed temporary piesometers PZ1A and <br /> PZ2A, on January 31, 2003, five days after termination of the pump test The <br /> groundwater elevation had increased approximately two feet since the November 2002 <br /> monitoring/sampling but has a residual depression at the temporary piezometers resulting <br /> from the pump test The current groundwater gradient shows a depression at PZ2A with <br /> a trough flowing to the north northwest at a gradient of 0 0006 ft/linear ft (MW2 to <br /> MW6A) <br /> B ZONE <br /> Monitor wells MW2, MW3, MW4, MW5 penetrate both the A and B zones Figure 413 <br /> show the gradient determination for the B Zone utilizing only the cluster wells RIB, <br /> MW613 and MW7B and the temporary piezometers PZ1B and PZ213 A similar residual <br /> pumping depression is found in the B zone as shown in the A zone with a low at PZ213 <br /> RESULTS OF CERTIFIED ANALYSIS OF GROUNDWATER SAMPLES <br /> MONITOR WELLS <br /> Monitor wells MW2, MW3, MW4, and MW5 penetrated both the A and B zones <br /> Contaminants found in these wells would mix with the groundwater of both zones <br /> 6 QM IST 2003 <br />
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