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ARCHIVED REPORTS XR0000188
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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B
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B
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1603
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000188
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Entry Properties
Last modified
2/5/2019 11:28:28 AM
Creation date
2/5/2019 9:49:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000188
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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s = displacement P [L] <br /> s, = displacement at time t [L] <br /> so = initial displacement in well [L] <br /> S = coefficient of storage of aquifer[dimensionless] <br /> Sr = fracture skin [dimensionless] <br /> S, = specific storage of aquifer or fractures in fissured system [I.:'] <br /> S; = specific storage of aquitard in leaky system or <br /> blocks in fissured system [L"'] <br />' Sw = wellbore skin [dimensionless] <br /> S� = specific yield of aquifer[dimensionless] <br />' S' = coefficient of storage of aquitard overlying aquifer <br /> [dimensionless] <br /> S" = coefficient of storage of aquitard underlying aquifer <br /> [dimensionless] <br /> t = time since pumping began [T] <br /> t, = dimensionless time with respect to SS equal to Tt/$r2 [T] <br /> t, = dimensionless time with respect to S, equal to Tt/Syr2 [T] <br /> T = transmissivity [L2 /T] <br /> v = van able of integration <br /> Y„ = Besse] function of second kind, zero order <br /> 10 Y, = Bessel function of the second kind, first order <br /> Zr) = vertical distance above bottom of aquifer divided by <br /> initial saturated thickness of aquifer [L] <br /> z,D = vertical distance from bottom of aquifer to bottom of <br /> observation well perforations divided by initial saturated <br /> thicknessof aquifer[L] <br /> z:D = vertical distance from bottom of aquifer to top of <br /> observation well perforations divided by initial saturated <br /> thickness of aquifer [L] <br /> i <br /> 1 <br />
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