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ARCHIVED REPORTS XR0008182
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3500 - Local Oversight Program
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PR0544673
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ARCHIVED REPORTS XR0008182
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Last modified
8/19/2020 5:28:08 AM
Creation date
7/18/2019 3:34:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008182
RECORD_ID
PR0544673
PE
3528
FACILITY_ID
FA0006182
FACILITY_NAME
REGAL STATION #604
STREET_NUMBER
1448
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
1448 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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CLOSURE REQUEST 5-31-94 <br /> a. re is the equivalent radius of the well taking in account <br /> the effect of the gravel pack on the volume of the well . <br /> b. re = the square root of ( ( (1-n) x rc2) + (n x rw2) ] , n <br /> being the porosity of the gravel pack. This is usually around <br /> 30 percent <br /> Le = The length of screened well below the water table <br /> a. Le usually = Bottom well (bw) -- Depth to water (dw) , but <br /> in some cases it may be less than this if the well is <br /> screened only over a portion of the aquifer. <br /> Lw = The length of casing below the water table . <br /> h = Aquifer thickness, the distance from the water table to a <br /> aquitard in an unconfined aquifer. <br /> y = the draw-down = the depth to water in the bailed well <br /> from the original depth of water <br /> Re = The effective radial distances over which the draw-down <br /> y is dissipated by the formation. <br /> Re is not directly determinable . <br /> • Bouwer and Rice provided a graph of A, B, and C values <br /> for the calculation of ln (Re/rw) from a known value of <br /> Le/Rw. The values derived from the chart depend on the <br /> well geometries . <br /> If Lw is less than h, the following equation is used• <br /> In (Re/rw) _ [ (1 1/ln (Lw/rw) ) + (A+Bln ( (h-Lw) /rw] ) / (Le/rw) ] -1 <br /> If Lw equals h, the following equation is used <br /> ln (Re/rw) = f (1 . 1/ln (Lw/rw) + C/ (Le/rw) ] -1 <br /> To find the y' s to use in the formula, the draw-down y was <br /> plotted on the log scale of semilog paper against recovery time <br /> (t) The straight line portion of the graph is used to determine <br /> the yi and y2 with t being the difference between the times of <br /> the two Y' s . if there is a problem from gravel pack drainage, <br /> the graph will show two straight line portions . The second, less <br /> steep straight line is used <br /> Once the "K" values were computed, they were used to classify the <br /> formation type and to assign an effective porosity to each well <br /> (by assuming effective porosity is similar to specific yield, <br /> as found on page 8, and by using the table on page 12 of <br /> "Hydraulic Conductivity of Selected Rocks" in Basic Ground Water <br /> • Hydrology, United States Geological Survey Water Supply Paper <br /> 2220, 1983) <br /> pagel8 <br />
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