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ARCHIVED REPORTS XR0006109
EnvironmentalHealth
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1876
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2900 - Site Mitigation Program
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PR0542421
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ARCHIVED REPORTS XR0006109
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Entry Properties
Last modified
6/21/2019 12:55:13 PM
Creation date
6/21/2019 10:35:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006109
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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SJGOV\wng
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EHD - Public
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CONSTANT RATE PUMP TEST RWfB ' <br /> RW 1 B was pumped at a rate of 4 11 gpm The most striking thing seen during the test was that <br /> drawdowns occurred both in the upper sand and the lower sand With the higher Transmissivity(T) <br /> of the second aquifer it was possible to see the advent of the drawdown in the different wells The <br /> drawdowns were first seen in PZIB then PZ213 At the same time the drawdown first appeared in <br /> PZI IA indicating that vertical leakage was becoming more dominate After the drawdown was <br /> seen in PZ 1 A it then appeared to RW 1 A suggestion that in some the silty clay is impeding vertical <br /> flow while in other areas it does not form a significant barrier The drawdowns seen in the <br /> observations wells were so strongly influenced by leakage between the two aquifers that only the <br /> early data from the production well could be used to produce an estimate of the Transmissivity(T) <br /> of the upper aquifer Using the Cooper and Jacob straight-line method the T was calculated to be <br /> 1317 ft'/day At RW 1B the lowerr sand is approximately 8 feet thick so the resulting Hydraulic <br /> Conductivity(K) is 16 4/day(131 7ft/day 18 Oft) This value is only an estimate because of the <br /> presence of cross-aquifer leakage <br /> S <br /> Pump Test 1/20-27103 <br />
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