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ARCHIVED REPORTS_XR0002102
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HAMMER
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1120
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3500 - Local Oversight Program
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PR0545244
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ARCHIVED REPORTS_XR0002102
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Entry Properties
Last modified
1/30/2020 10:24:45 AM
Creation date
1/30/2020 9:11:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002102
RECORD_ID
PR0545244
PE
3526
FACILITY_ID
FA0024606
FACILITY_NAME
FORMER KNOWLES STATION
STREET_NUMBER
1120
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07749027
CURRENT_STATUS
02
SITE_LOCATION
1120 W HAMMER LN
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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Working To Restore Nature <br /> The transmissivity calculated according to the theoretical specific capacity/transmissivity <br /> relationship is 13,300 gpd/ft Averaging the transmissivity values derived from the Jacob <br /> equation and from the theoretical specific capacity relationship, the estimated value of formation <br /> transmissivity, based on this pumping test, is approximately 11,300 gpd/ft A review of the log <br /> for pumping well MW-4 indicates an aquifer thickness of approximately 10 feet. The resulting <br /> hydraulic conductivity is approximately 1,130 gpd/W. This value corresponds to the upper to <br /> ' middle range of expected values for sandy aquifers. <br /> Well Efficiency: <br /> Well efficiency, expressed as a percentage, is defined as the ratio of observed specific capacity <br /> to theoretical specific capacity (calculated from transmissivity) Efficiency for the tested well <br /> was determined according to this method <br /> The specific capacity (Q/s) observed from the drawdown data at t=10 minutes is: <br /> MW-4 = 3 gpm/1.074 ft = 2.79 gpm/ft <br /> A specific capacity h (at t = 10 min) was calculated from the theoretical relationship: <br /> ' Q/s = 11,300/{264 log [0.3 (11,300) (0 0069)/(0 52) (0 2)]} = 16.0 gpm/ft <br /> ' Well efficiency = Observed Q/s = 2 79 = 17.4% <br /> Calculated Q/s 16.0 <br /> 1 <br /> These data indicate that the 2-inch diameter, 0 020 inch slot well is quite inefficient. <br /> iApproximately 84% of the total drawdown results from casing storage. For example, of the <br /> total drawdown after 10 minutes of pumping (1 074 ft), 0 891 ft was due to well loss. The step <br /> rtest data indicate that turbulent flow accounted for 36% of the total drawdown of 1 074 ft, or <br /> 0.387 ft. The well loss attributable to laminar flow was approximately 0 504 ft (0 891-0.387), <br /> 1 <br /> 15M8XREPO AC"moa DRF 10 <br /> 1 <br />
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